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Home My WebLink About4896 Marshall Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KA I n Job Address: l.o KA,WZ` :A- &L(, Permit Number: M12 Loor— S Ll No one available for inspection: Time 01 4 M M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a /15 Inspector: Vim-,. DO NOT REMOVE THIS -NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KA I n Job Address: l.o KA,WZ` :A- &L(, Permit Number: M12 Loor— S Ll No one available for inspection: Time 01 4 M M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a /15 Inspector: Vim-,. DO NOT REMOVE THIS -NOTICE evikCT40N RECOi Oil INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occup,in cy/e Pk � Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Akof>p lV Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof L Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of W. at Ridge Commercial Roofing PERMIT - 201705669 PERMIT NO: 201705669 ISSUED: 08/08/2017 JOB ADDRESS: 4896 Marshall ST EXPIRES: 08/08/2018 JOB DESCRIPTION: commercial roofing tearing off to deck, installing new 90 sq R25 Poly ISO insulation (4.5"). 1/4 dens deck and also installing 4 sq of GAF Timberline HD dimensional shingles (94sq) *** CONTACTS *** OWNER (303)423-1982 FOUR SEASONS HEATING INC SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 54,874.77 FEES Total Valuation 0.00 Use Tax 1,152.37 Permit Fee 769.80 ** TOTAL ** 1,922.17 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. hV 7 °..sr 1[.1.4.9 lt1.D.F PT iFpT Cw4"e".i5. +W Di"'4+��wrmr• T,{ � ��" TPIO ROOFING MEMBRANE UMITED WARRANTY SERIAL# 1O3"26DE07MO SQUARE FOOTAGE M BUILDINGCMNER, TomLauhon Four Seasons Heating, Inc BUILDING ADDRESS 4INI6MashallSt Wheat Ridge, CO80033 EFFECTNE DATE 082017 E7SRATION DATE 8252037 MULE -HIDE PRODUCTS CO., INC. ("Seller) Harats to the abme oared &ildmg Onrer ("Byer ), imtalied at the abme eared location det its TPO roefirg merrbrae ("Merrbrae") is freefronmanfatring defects and that the Mertrae will not ddaiorde due tote actin of rrdshre, oxygen ozone and t/traidet light mo ified bytirre ad terpaahre("V Abairg")tothe extent tat itbecomesincepatiedrrentaringamelrtightcnncifionfor the warantyperiodindicated aboeasasingle-plyroolingnrerrtraeand that the Mentrare is rnwhulac4red in w=c k3rmWth the nautachrer's specifications. This Waratyrfces riot oma the appearance, deatiness or dsWoration ofthe Menrtrae for aryremm. Though to Merbrae is quite inert and Hill resist mithering Hell, it Hill not Wthstad the aticrs of marymratu els. Byweyd illuatation (but not limted to) such nataials include strong adds,fats,oils, grease ad mutter><tocabars.Care mist betalmindeten. irgconpatitieerntr.... ardtians1Qinstallation. Seller assuresa liatilityforayieluedtherrarrbraheresultingfran(1)AdsdGcd,irdtdrgWthatlirritationfloods,ligtdring,turicaes,winds(WhAhherghatsa sustained), earthquakes, oath tremors, tanados, gales, tel, fire, the irtestatim or presence of pat, rrdd fugi, bacteria and insects or animals of ayaigin or case or aydetris reslfing fronthe feregdng; (2) Installation; (3) An ya t d negligence, accidert, rrisse or abuse byByer, the installer or arydher person, including but not limited tohaddisn fire, falling ebled, dhil dsobederm act dwa a arryaininal arch* (4) Evironertal fallout, dherrical atadcor the presummithin a alsidethe &aldng darycamerdA cr irdstrial sdhet, acid caustic Mid, petrdernprodri, ` eK grease, abeorbat dayor plasticize; (5) Aryfdkre, deterioration sefflen untor..on, etdtherod struchre, ref deck sulstrate cr brildrg carpahets (irndudrng but rd lirritad to HVACs); (6) Defects in the bildirg a ref design (7) Laded d-airege inducing but not limted to arycmdtim causedbyiredequateorinprcperroofpudecrdrains,cadasationfromnsdinery,adeflectionintherootsrfacgad(8)Useinaninonpabbleeni,u..0 asindicatedinthe preceding paragraph. To regulre a pefirmace d Seller's obligations under this Mmarty, &ria mat, Wthin tirty(30) days d ciscooaydthe pupated defect or deterioration towhich the dam relates, send witteh nctificatm d such defect at its ono ope se bycertified mail to MULE -HIDE PRODUCTS CO., INC. ATTN: VORRPNTYDEPARTMENT P.O. BOX 1057 BELOIT, WI 53512-1057 This notice mat induce a game[ description of the pupated delect or pre rrhre deterioration. Failue to ntctifythe Sella in this neer shall be deared awdver of wyprported defect or praehre deterioration. Within thirty(W) date Atm witty notice dthe alleged dated has been received by Sella, its represe tativewill investigate the claim Seller shall be entitled to inspect the rad before interring ayetligation hereucler. It shall be the respo sidlitydthe building ower to preside safe access to the roof. An inspection The (in accordance with Sellers standard doges) shall be pad by Byer to Sailer prior to inspection (the"Inspection Fee['). In the em t the casedthe Ie*is riot caned bythe Warranty, Seller will retain the Inspection Fee Such irnestigaton meyirdudete sea rerrert of adegnrte sarptes cite Merrbrmnefrantha slructreto Wich it is aillmd for tesling bySelle as pmt of its dairrs investigation Falue to be permitted such irnrstigation constitutes a M%w d the prported defect or prerrgue deiericrataL Upon bang permitted such oppotAtytoirnestigde,Seller Wil then prmpdypmfama cbligaiaimposedbythisWhrratyasaresultdsuchimustigation. If Lpon inspection Lythe Seller, the Matrae shales prematue deterioration tecase dHmlherirg Wthin the warratyperiod stated herein, Sellers IiAbilityad ByW s sole and edusive rmalysheil be lirrited at Sellers gtion to the %pplyd repair matmiA sttfldet to replace the affected wee d Merrbrae or gait to be applied tawds the prdhase da nEwMabrae, thevAue of these reredes being dakmmned Lythe seller based npm the ruTber d rearing mv#s of the ueDfared wrratywed to pro -rate at curet prices for the Mertrae. The r mimmpro-rdecl %dm allowed bySe ler for repair or credit shall not aceed the aiginai Membrane pudase price. This limited warattydoes not appy to labor, other materials or artyother leas BUYER'S REMEDIES STATED HERON ARE THE SOLE AND E7(CLUSNE REMEDIES FOR CLAIMS AND DAMAGES ARISING FROM FAILURE OF THE MEMBRANE SELLER MAKES NO WARRANTIES, OTHER E%PRESSm OR IMPLIED, WHICH EXTEND BEYOND THE FACE HEREOF. SELLER ER SPECIFICALLYDISCLAIMS ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE SOLER SHALL NOT BE LIABLE UNDER ANY CIRCUMSTANCE OR THEORY OF ACTION, INCLUDING BUT NOT UMRED TO CONTRACT, TORT, PRODUCTS LIABILITY OR OTHE WSF-(I) FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT UMITED TO PERSONAL INJURY, LOSS OF PROFIT OR DAMAGE TO THE BUILDING OR ANY MERCHANDISE OR OTHER CONTENTS THEREIN, FOR WHATEVER CAUSE INCLUDING BUT NOT UMITED TO MCLD, FUND, AND BACTERIA EVEN IF THE WARRANTY PROVIDED HERON FAILS OF ITS PURPOSE; AND (11) FOR LOSS OR DAMAGE CAUSED OR CONTRIBUTED TO BY SELLER'S APPROVAL OF THE CONTRACTOR OR INSPECTION OF, OR FAILURE TO INSPECT, THE BUILDING ROOF. IN THE EVENT OF ANY ARBITRATION OR LITIGATION REGARDING THIS WARRANTY OR ITS SUBJECT MATTER, IF SELLER IS THE PREVAILING PARTY, BUYER SHALL REIMBURSE SELLER FOR ALL OF SELLER'S DISPUTE RESOLUTION COSTS, INCLUDING ATTORNEYS FEES. FOR PURPOSES OF THIS WARRANTY, SELLER WILL BE DEEMED THE PRBNUNG PARTY IF THE BUYER RECOVERS NOTHING OR A SUM LESS THAN WAS OFFERED IN SETTLEMENT. THIS WARRANTYTN<ES PRECEDENCE OVER ANY OTHER DOCUMENTS OR REPRESENTATIONS (M ETHER ORAL OR WRITTEN AND BY WHOMEVER MADE) MICH CONFLICT WITH THIS WARRANTY. Sailer shall riot be liable for ayincidertal, consequential or ether clarn9a such as dames to the structure to Which the Merbrae is affined or its contents; and aryreslting dwrage or arxitien includrig tit riot limited to, add fougi cr bacteria nor shall Seller be liable for aryotarages Hhich are based on negligence, bream dwraty, strict lied lity or ayother thecrydha than the liatikityset fmih abme Incidents! ad oorsegtatiA dwagas still rid be recaerable een if ft re -supply reredypro sled fur herein falls of its purpose. Seller will riot be liable for aryactios or opendtues W ich are inured prior tow itte n adrnoWedgrrent of Sellers respc sibilityrdating to the re -supply rerredypraidedfor herein. This waralyisridbinding upanSeller messeeatedbyee>eativeolficerdSeller cradayagxrizeder cWeof Seller's VarratyDepartrert.Norepresertabhea errploee of Seller, or arydher party, neyalter this WWarartyHithat the prior witty corset d an mectMe officer of Seller or a dulyautihcrized enployee, of Seller's Warranty Depetre nt. This Wt arranlyoo stihtes the entire understardng of the pates with respect to the subject matter co tained herein and rendes and sr.persedes all prior agre weft vlether witty cr oral, belvam the parties. This VWaratystill We precedence erne aydhher doarrats cr representations (wisher oral cr wittmt and byWraea made) Mich maycorflid with this Wamarty. KILELH/DEPRCDUCTS CO, NC 7 Technical Service Administrator gy Pageld2 1227/2017 Date: Form ID: 1034626DEC17 Buildina Owner's Roof Care and Maintenance Guidelines ver. 2.01 Thank you for choosing a Mule -Hide Rooting System! Following are guidelines on how to care for your roof to help ensure along useful service life. The manufactureesvuarranty isnot a maintenance program or agreement. There are various items associated with your roof system that are not covered under the warranty. It is the responsibility of the Building Owner to regularly inspect and maintain the roof. Mule -Fide strongly recommends the Building Owner institutes an annual maintenance program with written documentation of any activities on the roof. Maintain a log of maintenance procedures and people accessing the roof. This aids the building owner in determining the source of any damage to the roof. Your roofing system should be inspected at least twice a year (once in the spring and once in the fall) and after every major storm. These inspections should be performed by Mule -Fide Warranty Eligible Applicator or by someone speciallytrained in roofing "en -s READ YOUR WARRANTY C4RERA-LY BEFORE EXECUTING ANY ROOFTOP thf7RK OR FILING OFA CLAIM Understand the Terms and Conditions to avoid adversely affecting the warranty. General Guidelines 1. Keep the roof surface clean of debris, especially at drain areas to avoid clogging. Good roofing practice suggests that water not be allowed to remain on the roof for more than 48 hours after a rain. Keeping the roof clear of debris will allow for proper water run-off and avoid overloading the roof with standing water. 2. Keep chemical and petroleum products(adds chemicals, solvents greases oils or any liquidsoontaining petroleum products) off the membrane to avoid degradation. If 9rweiling ocaus contact Mule -Fide immediately. 3. Do not exhaust Wtchen wastes (vegetable oils) or otheranimal fatsdirectly onto the roof surface. If incidental contact is likely, contact Mule- Fide for recommendations on preventative measures 4. TPO and PVC membranes may be used for restaurant roofs but must have a rooftop maintenance program in-place to ensue that accumulations of animal fats(grease are regularly removed and the membrane surface isdeaned periodically. See Mule+ide'sCare and Maintenance Overview for specific cleaning instructions 5. Walkvaysmust be provided if regular rooftop traffic isrequired, such asservicing of rooftop equipment. Exercise caution when not walling on walMays espedallyon white membranes (Miteon-BlackEPDM, ElastomericAcylic Coatings TPO and PVC) since ice orfrost build-up may not be visible. All membranesare slippery when wet. 6. When it isneoessary forwodarsto be on the roof to service rooftop equipment, e.g., HVAC units antennas etc., workeisshould be cautioned to use walkAraysand to exercise care with their toolsand equipment to avoid puncturing the roofing membrane. Mule+ide recommendsthat the building owner or property manager leep a'Roof-top Maintenance and Activity Log" to tradcdates and acWtiesby personnel or other trades 7. F iandprints footprints general traffic grime, industrial pollutantsand environmental dirt may be cleaned from the surface of the membrane by scrubbing with detergent and water, then rinsing with dean water. To maximize and maintain reflectivity, white membrane(s) should be cleaned once every two years 8. Keep roof maintenance items such ascounterflas#rings metal curbs metal duds etc. sealed watertight at all times All exposed masticsand sealants regardlessofthe purpose or function, are required maintenance itemsto be remediated by the Building Owner, including but not limited to pitch pan and metal flashing sealants 9. Lossof granulesfrom mineral surfaced membranes is typical and not a manufacturing defect. In cassof granule lossthat becomesmore noticeable, additional surfacing should be applied asdirected by Mule -Fide. 10. Protective elastomericcoating systemswill oxidize and weather, losing overall dry film thickiess. Thisisnormal and not a defect in the material. Warrantiesthat include an elastomeric coating asa protective surfacing of a membrane may require periodic recoating at specified intenralsto maintain the warranty coverage. The Building Owmerisrespondble for all ooststo perform any specified recoating. 11. Examine all areasadjaoent to the roof, parapet welisand adjoining structures Damage to itemssuch asmasonry, failing mortarjoints loose or missing sealants loos; stone or tiles loos; and improperly sealed oounterfladiings etc., may be the source of leaksthat are inadvertently blamed on the roofing system. These items need to be addressed by properly trained personnel to avoid damage to the roof system. 12. If any changes are to be made to the roofing system (HVAC equipment, TV antennas, tieminsto new roofing systems etc), contact Mule- Fide for priorapproval. Wbrlcdirectly related to the roofing system must be accomplished by a Mule -Fide Warranty Eligible Contractor. 13. If you have a leak chedcforthe obvioussuch asdogged roof drains brol-n skylights loose counterflashings broken water pipes leaNng roof units and storm damage. Ibte when the leakng occurs Itemssuch as heavy or light rain, wind direction, temperature and time of day are important duesfortrackng suspected leaks FDesthe leakstart and stop with the rain, ordoesleabng continue afterthe rain hasceased? If you believe that the leakisoovered under the Mule -Fide warranty, please notify Mule -Fide's Warranty Department at (800) 786-1492 assoon asposable, and followup with written notification in accordance with the warranty terns Leaksresulting from the deterioration orfailure of building componentsor physical damage are not covered by the Warranty. The building owner must pay the investigation and repair cost if the problem isfound to be outside the scope of the Warranty. For temporary repairs i n the Mule4ide membrane, use a one -part urethane sealant and contact Mule -Fide. Do not use any Asphalt Product to male repairsan any single -ply roof as it WILL degrade the membrane. If any asphalt product is used on a single -ply roofing membrane, that area will have to be removed and replaced at the Owners expense. The preceding information for care and maintenance for Mule+fiide roofs isnot meant to be exhaustive and is for illustrative purposes only. Please refer to Mule -Fide's Care and Maintenance Overyiew literature on the Mule -Fide website(wtiw.mulehide.00m) for more information. Compliance with the above itemswill aid in assuring a durable, watertight roofing system. Mule-HideProductsCo., Inc. P.O. Box 1057 Beloit, W 53512-1057 Phone: 800-786-1492 Fax 888-218-7838 www.mulehide.00m Page 2 of 2 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AUS 2o-- Job Address: 4�ca M P_U,�S7- Permit Number: a,0oS (_-&q c(k aVnm--\CA 1m E�Ao? t ❑ No one available for inspection: Time I V (� AM/ M Re -Inspection required: YesNo When corrections have been made, call for/re-i spection t b3-2 4-5933 Date: �Zf I ��' Inspector: �i DO NOT REMOVE THIS NOTICE ®� City of Wheat Ridge p Commercial Roofing PERMIT - 201705669 (L PERMIT NO: 201705669 ISSUED: 08/08/2017 JOB ADDRESS: 4896 Marshall ST EXPIRES: 08/08/2018 JOB DESCRIPTION: commercial roofing tearing off to deck, installing new 90 sq R25 Poly ISO insulation (4.5"). 1/4 dens deck and also installing 4 sq of GAF Timberline HD dimensional shingles (94sq) *** CONTACTS *** OWNER (303)423-1982 FOUR SEASONS HEATING INC SUB (303)484-9854 Dylan Lucas, Ryan Nichols 120088 Eco Roof and Solar *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 54,874.77 FEES P ' D Total Valuation 0.00 Use Tax 1,152.37 Permit Fee 769.80 ** TOTAL ** 1,922.17 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201705669 PERMIT NO: 201705669 ISSUED: 08/08/2017 JOB ADDRESS: 4896 Marshall ST EXPIRES: 08/08/2018 JOB DESCRIPTION: commercial roofing tearing off to deck, installing new 90 sq R25 Poly ISO insulation (4.5"). 1/4 dens deck and also installing 4 sq of GAF Timberline HD dimensional shingles (94sq) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I fu attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature o WNER or CONTRACTOR (Circle one) Date 1. This pelmit was issued based on the information provided in the permit application and accompanying plans and specifications and is subae to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an� manner shall be performed that shall results h range. of the natural flow of water without prior and specific approval. 5. The permit ho der shall notify the Building and Inspection Serwi es Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code ora or ante gr reguL-4" of this j4isdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City ®f i,��Wh6attk MMUNiTY DEVELOPMENT' Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits aC_.ci.wheatridge.co.us I FOR OFFICE USE ONLY I ®ate: � Plan/pe t # t9k�1 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. * * Property Address: ql_ I �_ - S'} . - - - — Property Owner (please print): �Po�,A V _ SPG SGPhone: Property Owner Email: \ ee- (@ �av r -) eGSaAS �rc. F nc - CUv►� Mailing Address: (if different than property address) Address: See r 14>oaak City State, Zip: ArchitectiEngineer: N �� Architect/Engineer E-mail: Phone: Contractor: I co R C, � -,,,, A S , i, r - Contractors City License #: I 2D On Phone: 363 Contractor E-mail Address: ;!-�✓y►a i (+r5 a e co ti"ooF,,, rJJ+ Coev-. Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form %COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE XCOMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ilrw t� o41 � l its}cl1 I r,,tQ q C).51 .(2Z� Ta\\so kA,,0-hbn C 'I - 0 I 0 Sq. FULF Amps Btu's Squares Cl •�^�.tr.,i`w• G.% sly l� - Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 1 H •1 s7 4 GP1= OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRA Signature (first and last name): TONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer: or l BRED REPRESS TIVE) DEPARTMENT USE ONLY of (OWNER) (COCCTRACTOR DATE: / 3 OCCUPANCY CLASSIFICATION: _ Building Division Valuation: $ ECO Roof and Solar, Inc. Restoration Contract THIS CONTRACT is executed this 7th day of August, 2017, between ECO Roof and Solar, Inc. whose address is 610 S Lipan Street, Denver, CO, 80223, ("Contractor") and Four Seasons Heating Inc. ("Client"), whose address is: 4896 Marshall Street Wheat Ridge CO 80033, c/o the registered agent currently on file with the Colorado Secretary of State, its successors and assigns. WHEREAS, Client manages / owns the real property commonly known as: Four Seasons Heating, ("Property"). WHEREAS, the Client's property insurer is: Secura Insurance Company — Claim # 17-10045 - for property damage from the regional 5/8/2017 hail -storm. NOW THEREFORE, in consideration of these mutual promises and other good and valuable consideration, the parties agree as follows: Scope of Work; Engagement. Contractor hereby agrees to furnish all materials and labor required to repair commissioned portions of the Property, so approved by Insurer and the Client, as more fully described herein and the attached Exhibit A (the "Work"), to be attached to this Contract and initialed by Contractor and Client prior to commencement of the Work. To the extent any conflicts exist between this Contract and Exhibit A, the terms of this Contract shall control. 2. Compensation (Guaranteed Contract Price). NOTWITHSTANDING ANYTHING TO THE CONTRARY STATED HEREIN, CONTRACTOR SHALL HOLD IN TRUST ANY PAYMENT(S) FROM CLIENT UNTIL CONTRACTOR HAS DELIVERED ROOFING MATERIALS OR HAS PERFORMED A MAJORITY OF THE WORK AT FOUR SEASONS HEATING INC. Client plans on using proceeds from an insurance policy to pay, in substantial part, for the Work to be done by Contractor. Section CRS 6-22-103(1),(a), requires this Contract to include "the scope of roofing services and materials to be provided." Section 6-22-103(1)(c), Colorado Revised Statutes, requires this Contract to include "the costs of the services based on the scope of damages claimed and acknowledged at the time this Contract is entered." Secura Insurance Companies has identified the amount of insurance proceeds authorized specifically for the Work, (i.e., "the approximate costs of services based on predetermined and currently known damages"), to total $99,604.94+supplements. That amount represents the Contract Price: $99.604.94* *(The project may incur additional costs, to be covered by the Client's insurance policy, that would be supplemented and submitted accordingly to Secura Insurance Companies, and added to the Final Payment of the sequential payment amounts noted below.) Contractor hereby agrees and warrants that its total contract price, once memorialized in the First Amendment, shall include all labor, materials, accessories and installations required to complete the Scope of Work. The total contract price shall also include all sales, use, and other applicable taxes for materials, labor, work or services to be furnished or supplied by Contractor. The Compensation Schedule shall be as follows: -1 I Payment - Actual Cash Value (ACV) amount due upon delivery of the roofing materials to the property and commencement of work..........................................................$54874.77 -2 n1 Payment — less 10% retainer due upon substantial completion: ...........................................................(RCV)Recoverable Depreciation + additional supplements - Final Payment — Due upon full and final completion......................................10% Retainer "Substantial Completion" is defined as: the Project's roof system(s) installation has/have been completed and the roof system, components and other trades is/are fully functional, while any remaining equipment and/or remaining material's removal has yet to occur. When the job has reached the point of substantial completion, prior to the final payment check disbursement, the owner and contractor will conduct a formal project site "walk-through". In agreement, they'll compile and line itemize a summary punch list, noting any items that need to be resolved before the owner accepts the work as complete. "Full and Final Completion" shall be defined as completion of the Work, including the completion of the Client's aforementioned punch list and including a building inspection by an inspector representative for Wheat Ridge, CO. This term shall additionally include Contractor providing Client with a Blanket Lien Release from any and all subcontractors who performed Work or supplied materials for the Work, within 10 business days of completion. Once client has received the Blanket Lien Release, client will then release final payment within 10 business days to contractor. 3. Qualifications. Contractor represents it is fully qualified and licensed, to the extent necessary, to do business in the vicinity of the project, has the requisite expertise, skill and capability to perform the Work in the manner contemplated by this Contract, and that it shall maintain the requisite skilled employees and other workers, materials equipment and tools necessary to perform the Work as and when required under this Contract. Satisfactory Completion means that the project is complete and usable 4. Standard of Work. All materials supplied by Contractor shall be new. All Work shall be performed in a good and workmanlike manner, free from faults and defects, and in accordance with the highest standards of the trade, in the Front Range Metro Area and in accordance with the Plans and Specifications, and applicable governmental building codes and other laws, rules, ordinances, requirements and regulations applicable to the Work. The Work shall be performed in a manner satisfactory to Client as set forth in "Substantial Completion section above. 5. Work Schedule. Contractor shall schedule and begin the Work (date: August 10), 2017, favorable weather permitting. Contractor anticipates completion of the work within 30 days of start date, unless such completion is not possible due to circumstances outside the Contractor's control, such as weather conditions, extra work requested by the Client (Change Orders), other Acts of God, or any other causes beyond the Contractor's control than cannot be reasonably overcome by Contractor, labor disputes, or fire. 6. Change Orders. In the event that changes need to be requested by either party, such request shall be made in writing and delivered to other party via US mail or Electronic Correspondence, i.e., email. Receiving party shall have 5 days to acknowledge said change order and 15 days to accept same in writing or propose a suitable alternative solution. 7. Site Inspection by Contractor. Contractor represents it has inspected the site and is familiar with its condition and accepts the condition of the site as it exists and states there shall be no request by Contractor for additional compensation due to site conditions. S. Tools Equipment. Etc. Contractor shall furnish all tools, equipment, supplies and materials necessary to perform the Work. Client shall not be responsible or liable for any loss of Contractor's tools, equipment, materials and supplies. However, Client shall be responsible for supplying all water, gas, sewer, and electricity for performance of the Work. 9. Waste Removal. Contractor shall remove from the site all rubbish, debris, and waste material arising from the Work upon completion of the Project. 10. Cooperation of Contractor. Contractor shall obtain all governmental inspections required, if any, for performance of the Work and shall cooperate with the Client in the performance of this Contract. 11. Safety. Contractor shall take all reasonable safety precautions with respect to the Work, shall comply with all applicable laws, ordinances, rules, regulations, requirements and orders of any public authority for the safety of persons or property. 12. Employment Practices. Contractor, in the performance of the Work, is an independent contractor and, as such, shall be responsible for compliance with the provisions of all applicable State and/or Federal Social Security, Unemployment Compensation, Workmen's Compensation, Sales and Use Tax, Withholding Tax and other tax laws now or hereafter in effect and shall pay all taxes, contributions and premiums required thereunder. 13. No Liens. Contractor shall deliver the Work to the Client in good condition, free and clear of all claims, liens and encumbrances arising by, through, or under Contractor. At all times, Contractor shall defend and hold Client harmless from and indemnify Client from and against all such claims, liens or encumbrances, pending or threatened. 14. Insurance. Contractor shall, in a manner satisfactorily to the Client, maintain at its own expense until the completion of the Work and final payment therefore the following insurance: (a) Worker's Compensation and Employer's Liability as required by law; (b) Comprehensive General Liability; and (c) Comprehensive Automobile Liability. Maintenance of the required insurance protection does not relieve Contractor of responsibility for any losses not covered by the above required policies. Upon Client's written request, Contractor shall furnish original certificates, together with copies of the policies, evidencing that existence of the required coverage with the Client named as a co-insured. Failure of Contractor to fulfill any of its obligations contained in this Section shall constitute a material breach of this Contract. 15. Indemnity. Contractor hereby indemnifies and saves harmless the Client against any and all loss, damage, liability, claims, demands, costs, or expenses, including attorney fees and costs of litigation, arising from or in any way attributable to the activities of Contractor or any of the Contractor's employees, Contractor's Work or Contractor's presence or activities on the Project site without limitation, injuries or deaths to persons and damage to property, where such loss, damage, liability, claims, demands, costs, or expenses arise out of the Contractor's negligence or willful acts. 16. Warran . Contractor hereby warrants that all workmanship performed hereunder shall be free from defects for a period of Five Years (5), (the "Warranty Period"), from the date of completion. The foregoing warranty shall be against any and all defects in labor, and/or equipment, violations of applicable laws, codes, statutes, ordinances, regulations and requirements and provisions set forth in this Contract. The materials will be warranted by the manufacturer for a period of time set forth in their warranty information specified in Exhibit A. Contractor shall not be held liable for any defects in workmanship arising from materials. Contractor shall not be obligated to perform any corrections arising from Client's Negligence. 17. Client's Remedies. Contractor shall be liable to Client for any damages sustained by the Client as a result of Contractor's breach of this Contract. 18. Contractor's Remedies. Client shall be liable to Contractor for any damages sustained by Contractor as a result of Client's breach of this Contract. Contractor shall have no right against Client for any inconsequential damages. 19. Termination. (a) In General. This Contract shall terminate upon satisfaction of all requirements contained herein by both parties, or in any other manner as provided herein. (b) Upon Breach by Contractor. In the event of Contractor's breach of this Contract, the following procedures will apply: (i) Client shall notify Contractor of said breach in writing and shall give Contractor fifteen days to remedy such breach, provided, however, if it is or becomes impossible or commercially impracticable for Contractor to cure such breach within 15 days through no fault of Contractor, then Contractor shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Contractor fails to timely correct said breach in a manner satisfactorily to Client, Client may notify Contractor that this Contract is terminated and Contractor shall be liable to Client for all damages and/or costs sustained by Client as a result of said breach, including all legal fees and costs. (c) Upon Breach by Client. (i) Contractor shall notify Client of said breach and shall give Client 15 days from its receipt of such notice to remedy the breach, provided, however, if it is or becomes impossible or commercially impracticable for Client to cure such breach within 15 days, then Client shall have such additional time as is necessary to cure the breach until the impossibility or commercial impracticability ceases to exist. (ii) In the event Client fails to timely correct said breach in a manner satisfactorily to Contractor, then Contractor may notify Client that this Contract is terminated and Client shall be liable to Contractor for all damages and/or costs sustained by Contractor as a result of said breach including all legal fees and costs. (d) In addition to the termination rights above, the following rescission rights shall apply: (i) The Client may rescind this Contract and obtain a full refund of any deposit within seventy-two hours after the Final Effective Date (i.e., the date of last execution of the First Amendment). (ii) As further discussed herein below, The Client may also rescind this Contract pursuant to section CRS 6-22-104. The Client may rescind this Contract within seventy-two hours after the Client receives written notice from its property and casualty insurer that the claim for payment for the Work which is the subject of this Contract is denied, in whole or in part. Client's right of rescission under this subsection (ii) does not apply when the property and casualty insurer denies, in whole or in part, a claim related to a request for supplemental roofing services if: 1) the damage requiring the supplemental roofing services could not have been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of this Contract; 2) the supplemental roofing services is required by building code; or, 3) the supplemental roofing services are required to meet roofing material manufacturer install specifications. (iii) As to subsection (ii) above, the Client shall give written notice of rescission of this Contract to the Contractor at the physical address provided herein within seventy-two hours after the Client is notified of the denial. The Client may give notice of rescission of this Contract: (a) In an electronic form, which is effective on the date of the electronic transmission; (b) By mail, which is effective upon deposit in the United States mail, postage prepaid, sent to the physical address stated in the contract; or (c) By personal delivery to the Contractor, which is effective upon delivery. (iv) Within ten days after rescission of this Contract per subsection (ii) above, the Contractor shall return to the Client any payments or deposits made by, or evidence of indebtedness of, the Client in connection with this Contract for Work on the Property. (v) The Client's rescission of this Contract per subsection (ii) above does not preclude the Contractor from retaining all or a portion of any payments or deposits made by the Client to compensate the Contractor for Work actually performed on the Property, in a workmanlike manner consistent with standard roofing industry practices, but the Contractor may retain only an amount required to compensate the Contractor for the actual work performed. (vi) The Client's rescission of this Contract per subsection (ii) above does not abrogate the Contractor's right to pursue common law remedies for the reasonable value of roofing materials ordered and actually installed on the subject residential property pursuant to this Contract for Work before the Client rescinded this Contract, as long as the Contractor performed the roofing services consistent with roofing industry standards for workmanlike performance of roofing services. (vii) The Client's rescission of this Contract per subsection (ii) above does not abrogate a property and casualty insurer's duties, responsibilities, or liability under sections 10-3-1115 and 10-3- 1116, Colorado Revised Statutes. (viii) This Section 20 also constitutes satisfaction of the requirements of Sections 6-22-103(f) (I) and (II), Colorado Revised Statutes. Section 20 constitutes Contractor's policy regarding the cancellation of the Contract and the refunding of any deposit. It includes a rescission clause allowing Association to rescind the Contract and obtain a full refund on any deposit within seventy- two hours after the Final Effective Date. Termination Fees: In the event of termination of this Contract because of a material breach by the Client, the Contractor will be compensated the greater of 25% of the replacement cost value for the actual Work to be performed by the Contractor or the value of the actual work performed by the Contractor up to the date of termination. Value of actual work performed payment will be determined by adding the accrued value of the Work from the commencement date of the Contract to the termination date of the Agreement, less any payment previously made or setoff amounts provided for in this Contract. 20. Payment No Release. No payment to Contractor under this Contract, whether in full or in part, shall be deemed to operate as Client's acceptance of any work or an admission that Contractor has complied with any provisions of this Contract. 21. Remedies Not Exclusive. The options and remedies provided herein shall be neither exclusive, nor deemed as limiting Client's or Contractor's rights and remedies under this Contract, or under applicable law. Client or Contractor shall be entitled to exercise all of its rights and remedies under this Contract or under applicable law, concurrently, and in such order as Client or Contractor in its sole discretion determines. 22. Successors and Assigns. This Contract shall inure to the benefit of and be binding upon any permitted successors and assigns of the parties hereto. This Contract shall not be assigned without the prior written consent of the other party. 23. Notice. Except as otherwise required by law, any notice required or permitted hereunder shall be in writing and shall be given by email, by personal delivery, or by deposit in the U.S. Mail, postage prepaid, addressed to the party at the address set forth below, or at such other address as a party may designate in writing pursuant hereto: If to Contractor: EC® Roof and Solar, Inc. 610 S. Lipan Street Denver, CO 80223 Attn: Ryan Nichols Tel.: 720-346-3338 Email: RNichols&a ecoroofandsolar.com If to Client: Four Seasons Heating Inc 4896 Marshall St. Wheat Midge, CO 80033 Attn: 'Tom Lauhon Tel.: 303-709-4021 Email: lee a fourseasonsheatinainc.com 24. Notice. Except as otherwise provided herein, notice shall be deemed to have been given on the date on which notice is delivered, if notice is given by personal delivery, on the date of the electronic transmission, if notice is given in an electronic form and one business day after the date of deposit in the U.S. mail, if mailed. 25. No Waiver. Any failure to enforce or waiver of any breach of any of the provision of this Contract shall not constitute a waiver of any continued or additional breach of the same or any other provisions of this Contract. Client's failure to give notice to Contractor shall not limit, alter, diminish, restrict or waive Contractor's obligations set forth in this Contract. 26. Entire Agreement. Both parties hereby agree that this Contract and all documents referred to herein represents and constitutes the entire agreement between said parties and no other document or representation, either verbal or written, whether made heretofore, simultaneously with the execution hereof, or hereafter, except as set forth herein, shall be binding on either parties hereto. 27. Amendment. This Contract may be amended, altered, or modified only by written instrument executed by both parties hereto. 28. Governing Law. This Contract shall be interpreted in accordance with the laws of the State of Colorado. In the event of a lawsuit, the proper venue shall be in Denver County, Colorado. 29. Severability. The provisions of this Contract are severable, and should any provision be found to be invalid or unenforceable, such finding shall not affect the validity or enforceability of any other provisions hereunder. 30. Independent Contractor. Contractor is not an employee or agent of the Client, but only an independent contractor. Nothing in this Contract shall authorize or empower Contractor to create or assume any obligation or responsibility whatsoever, express or implied, in the name or on behalf of the Client, nor to make any representation, warranty or Contract on Client's behalf. 31. Attorney Fees. In the event of a default under, or breach of this Contract, the prevailing party shall be entitled to reasonable attorney fees and costs including all costs incurred on appeal. This document authorizes ECO Roof and Solar, Inc. to invoke and compel appraisal rights on behalf of the insured to determine the final payment amount of the claim should the restoration project incur justifiable and verifiable supplemental costs heretofore unknown. [Remainder of page left intentionally blank — Signature Page Follows] IN WITNESS WHEREOF, the Client and Contractor for themselves, their heirs, representatives, successors and assigns, have executed this Contract the day and year first above written. Four Seasons Heating Inc; CLIENT Name : TO," By: Name: By: Name: ECO Roof and Solar, Inc.; CONTRACTOR By. _002�/;4470 �e Title: Mark Brown Commercial Project Manager Exhibit A Roofing • Remove existing single ply, ballast, shingle and modified bitumen roof systems • Replace all wet decking • Install iso insulation board in compliance with local building code • Install Densdeck for a class A fire rating(Per code) • Install taper system for positive drainage on center roof • Retrofit existing curbs for all equipment on the roof • Install new skylights and windows on roof • Install new 60 mil TPO roofing membrane • Install all new flashings • Install new parapet cap metal Warranty • ECO Roof and Solar (5 year workmanship warranty) — All work performed will remain free fro��NDL 5 years En4 • Roof Guarantee — 20 year (labor and material) with option of 5 year WellRoof Guarantee Extension i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KA I n Job Address: e Permit Number:{ fi ❑ No one available for inspection: Time , 21M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: u i 5 Inspector: DO NOT REMOVE THIS -NOTICE ,*~Ed Jonnings PO Bmc 200662 Denw, Co. 80220 phone(303)388-1867 FAX(303)320-1887 Date: 10/20/2004 File No: L203136 City of Wheat Ridge Engineering Department 7500 West 29th Ave. Wheat Ridge, Co. 80215-6713 RE: Drainage inspection r 4896 Marshall Street our Seasons Heating project), Wheat Ridge, Colorado Dear Sir: This is to certify that on this date, I inspected the site grading for the above described property and have found that the grading is in substantial confortnance with the drainage plan prepared by me (drawing no. DP103136.dwg) last revised on 2-06-04, as approved by the City of Wheat Ridge. Sincerely, + Ed J nin9s PE 8 PLS cc. Four Seasons Heating City of Wheat Ridge ~oF '""Eqr~ Community Development Department ~ m Fax Transmittal c~CORA~~ TO: Scott Roberts FROM: Travis Cra SUBJECT: 4896 Mazshall . DATE: 25 October 2004 Attached are the minutes from the Board of Adjustment meeting where 4896 Marshall Street was granted variances to building setback and landscaping. If you have any further questions, please feel free to give me a call. 1 `~$5~ v~a~shati~ ~ 1' Yr1is5~~ N`^~ ~-S acCa ~ • n.~ss 5 pu~ s(~~s ' lA shNb Laa, .6 ( . 0• w) S; 11/02/2004 20:46 3037816568 . 0 o I ~ \ A~ ,a 0 O ~ ❑ a sp ~ PAGE 02 \ I ~ ~ , ~ yH ~'_\y \ q~ 2'' ~~h ~ . ~ , o O 0 o rD Ll o t~o"-- I------.a-.zi : L I ~ F~ (a = ~ r , % AC ~ u oF W"~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 c~ZoRCorrection Notice Job Address: 49 c/ (o Vy\yNu'nya S`t- ~,1~ _~0 1" DO NOT REMOVE THIS NOTICE When corrections have been made, call for re-inspection at 303-234-5933. ~~oF W"EOCOMMUNITY DEVELOPMENT DEPT. a m Inspection Services Division (303) 235-2855 0 o<oRpo° Correction Notice JobAddress: '[M m/iRSt{F}(.(., s--r 7 prL Ro,,FTo P U mTT - When corrections have been made, call for re-inspection at 303-234-5933. ^ DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice DO NOT REMOVE THIS NOTICE Job Address: 499 G Y" ~ ~a~, t k) ak rr-cx I o < _ ~3- V~ \ When corrections have been made, call for re-inspection at 303-234-5933. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: L4 R q 6 V^(1 Avsh " St \~A-k, cv~ 1;:' o v r~ ~ n k~~ w ~a Lt, - - s t ~ 49:~- n.c _%.a Srt ~~v ZX L., . ee>>PA. +Pr\.ca 'h. DO NOT REMOVE THIS NOTICE When corrections have been made, call for re-inspection at 303-234-5933. u F`""E^lCOMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice °°toRaso JobAddress: -w IL7L4 When corrections have been made, call for re-inspection at 303-234-5933. h n Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16768 BUILDING INSPECTION LINE - (303-2345933) CITY OF WHEAT RIDGE Date : 3/1/2004 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: ROYAL INVESTMENT ENTERPRISES LLC Property Address : 4896 MARSHALL ST Contractor License No. : 19252 Company : LZR, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenanls, easemenls or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Rid9e ordin for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : COMMERCIAL ADDITION xm BUILDING DEPARTMENT USE ONLY tonin9 ~otriinent~:-, SIC : Sq. Ft. : Approval : TRC 26 FEB 04. OK PER REDLINQS ON LANDSCAPE PLAN - NEED 1 Zoning : C-1 MORE BLUE MIST SPIREA. Ufteri~„ pleaseN lines ote: , apFroy dPlan~otingiirn7°oy6feforl ~~ocatingPro ~~d~W"~~~~~ OK. 3/1104 The Ci~~ ' and rr, merts pe ro a Approval DM r,m;~ ps ~otr:spr.), , r'~ `'^°i e~ t'~(ng to t Fublic Works G d ds. 4'MmenW OK. 3/1104. PLEASE SEE ATTACHED SHEETSO- Approval : DFB Occupancy : Walls : Roof : Stories : Residential Units : Phone : 423-1982 Phone : 421 7587 Construction Value : $185,000.00 Permit Fee : $1,910.75 Plan Review Fee : $1,241.99 Use Tax : $2,220.00 Total: $5,372.74 Electrical License No : 18622 Company :S.R.T. ELECTRIC CO Plumbing License No :21740 Company:Dan Pedersen Plumbing, Inc. Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2004 Expiration Date : 2/28/2005 Approval : OKIKS Expiration Date : 8/14/2004 Approval: ok/ks Approval : OK/KS (1) This permit was issued in accordanca with the provisions set for5h in yopur application antl is subject to the laws of the Stale of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (80) days from issue date or (B) the building authorized is suspended or abandoned (or a period o/ 120'days. (3) If this pertnit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will ba made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural ilow of water causing a dreinage problem. (5) Contractor shall notify the Builtling Inspector lwenty-four (24) hours in advance for all inspedions and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (e) The issuance of a pertnit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of ihe buil " codes or any other ordinance, law, rule or regulation. r Chief Build hsdec' Pl~ase sign Terms and Conditions on reverse side of page. . n m.,~, m, _ C . 7UN DEN'ELOPASENT DEP.4RTMEnT BUI ~G INSPECTI0IV LL'~ E- 303-234-5933 CITY OF N'HEAT RIDGE 7500 N'EST 29TH AVE'~l'E R'HEAT RIDGE, CO 80033 -(303-235-Z855) APPLtCA TION PropertyOWner: 47e Building Pemvt \umber D e: Property Address: C/gLt` ~ ~Phone: -Y23 ContractorLicrnseNo.: /~,_~1_ ' yK n -x_L ComPan ~1" h-L l.0 7f • Y Phonr. ~1 21 - b'7C'7 36 3 -SAV-! \ ~4p~ \ 0V,7:ER/C0STRAC70R SIG.NATCRE OF I:NDERS7A5D1NG AND ACREE.MEST 1 Acrcby ccmfy thal ihc sctback disunca proposW by this pcrrnit applicaiion arc ac<unm, and donoi nolam applicablc adinaMCt, rula a regulaoons of the City of N'hpi Ridgc a covrnanu, eascmmu a resaictions of raord; that afi rteasurcmrnu shown, and ailegaiiont made ar< acauntc, thm 1 hove rcad and agree w abidc by all <ondiiiont pnnted on this applintion and thai 1 assumc full rtsporuibilily fp compliant< vith thc N7hq1 iiidgc BuildingCodc (U.B.C) and ali othv applinblc NTeal Ridgt Ordinan<cs, (or work unda m~: yerni;t f/~~ ION7:ERpCO~'TRA(TORJ SIG!:ED J~f// OWT'ERMCO!.7MCTOR)PRI!.7ED J LR.~ L4t-Gri DATE_q(L& Construction Value:S I - . Permit Fee:E l qic.75 Pian Review Fee:S ieyi, 99 - F;c(' UseTax:$ zZ21~.op DESCRIPTIO\: BUILDING DEPARTMEIT tiSE ONLY ZONINO COMMlHi7: Approval: . Zoning: 129~"~`f )7s - °Y0 ~ ~ ~ " ~ • .1~11 ~1 S1C: eUnoiHa CorrENTS: ~ q, i Approval: iVWGWORI(iCOMMiNTi: 6>4 I Approval: P,,•ySE 5OE7=- ~f-yT.~Kaf~---~ swacTS Occupancy: Walls: Roof: Storia: Raidcnaal U iu: ~Elatrical Licensc NoPG`3 Company: 431~ ls_0- *-Plumbin Liceasc Na: av 1`~-'? B ~echanical Liccase \ I~ Co~wy`~0.-r ~ Company: ~pc~Y" Exp"vation Date: Expiraooo Date: ~ Expiraoon Datc: Approi-al: Ayproval: ApprovaP 11) iTu p~u . nmuad in acavyK<.iKE Oe pro,iuau ~(ytE r yav appGcwoa oy u saljain tbe b.a of ilieSoa,of Cobrado mW ndre Zkiomg R~rryWiwu nd BuiWu, CoOa of N'hw Rid,. Cdasdo o.f aEa pq6cabk ordi.d of dt Ciry IZ) TLe yermp sAa6 <aqrs d(A) lb. .ork wlLwimd n oa camMncd ~ utls fu4 (E0) NH (rvm issYe dax a l8) ds DuiWinj wibaized is susycndcd w aEuOoseE fa a pnpd N 170 dra (J) If d'n pc.mp ~apom a or+ Dem+N mq Ls arywad fw a fee of am-lalf dn urouu eunull, n9uve4 To•WM .o c6aega M~< bao u will Ee made n t6t a^li~al VWu aad qwcilrauoes rd r7 ~ a~budwmo~ An ~q n[caded oo~ ( l) Yor. 1! chugey V vs baen vof surycmo a .Wmdowmee, cxedt we (1) Yw. RJ feet s6ai 6e pud fu a wev. pviert J47 M..u,t of..r m.ma+.w Es aa. an vig <mge ar oswW rom w.wv awyny. a.nye O,ank,,,. IS) Cmma[v s►il eaefY ds hAdM IWR+ar e.ary-(av (21) burs . ad.'uce fw aC - ospa'sars aed slull nnne wnm appo.al oe inqKCUm <a.d Wm Pmvwai vid sacrtai.r Vhiio d dr joE. (6) 7. ~sw~en da pmnM o 3. appmW d dn.wp and spa,ficauan aM0 na h caamnd b be a Verrvn fa. oa ~n appoval oL any vio6nm of ths po.u:an ofIICNg [9Ap Of M) dI1O MWKS Y V. NI[ W R~YS40~. L ChiaCBuildmg! tor C .1UN DEVELOPMENT DEPARTMENT ° a BUI `G INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE co, ORa00 WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Oxmer: Property Address: Contractor License No.: Company: OIS:NERiCONTAACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby, ccnify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordintincess, rata or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all nneasurernents shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnted on this application and that I assume full resyottsibility, for compliance with the "'heat Ridge Building Code (U.S.C) and all other applicable Wbeat Ridge ordinances, for work undo this permit. rl 10N7 ERpCONTRACTOR) DESCRIPTION; t2H~ ~ f-le 48~rC~ rlyJ el y~ GU~ 6~m Pbone _,(2 3 1~t4,z- Building Permit Number: Date: Pbone:3- 67G"7 BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: Z` R6 Oc~ SIC: Approval: dl- Po( tcjj<^ S art LS p\&4 , C•ie4a 1 wr! to Zoning: C,.I %tte vv6s1 Spt•re6 1,® BUILDING COMMENTS: Approval: PUSUC WORKS COMMENTS: Approval: n^ . U Occupancy: Electrical License No: Company: Walls: Roof: Stones: Residential UiiIs: Plumbing License No: Mechanical License No. ' Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval- (1) Thu Pe it v- iss-nd in lCMrdutte w'ilb be pmviaA u set find, in Y"' VI'llOppp aid is SYb*l W the )av} Of the SOY of Color]d0 i11d to die 2nnin8 Regulauons and Building Codes of Nbnl Ridge, Colorado v any other Wficabk ordinances of the City This pnmil shag espire if(A) der work auWorissd it " Commenced within sup' (60) dap from issue date or (B) the buiWiug authorized is suspmdcd en abandoned for a tsmod of 120 days. 13) If dus permit e>.pi. a new permit may b<acquned for a fa of onnbalf lbe amouod northern) required pmlided m thing. tease bcco v will be made . sbc cmuptd plants and sp.F"Wtins W any susp..sim w ab.6oomml hat not e.,.ded ooe (h) ye.- If changes La.e been or if suspension w abandonment exceeds ooe (1) year, fug for ship I. paid Iva new permit 14) )co work of any mallow xba be done that will ehaoge the ralunl Bow of water causing a drainage probkm. (S) Cegn ie on shag mufy the B.1ding In;mrvar a r)-Iov (24) hour m athince fan erg iuspee6ans W snag receiw w'linm approval oa inspecwa card before prvc«ding with suarvi.e phases of lbc job, (6) The issuatee of a penina v the apymval of inwings and spvificauwn shall m be eonsoued w be a permid fan. Dora an approval of. any johuon of the prom.,. of the building coda et ao) o1ba crdiiun law- nk or r Tiihum Construction Valuer / 9S-" Perrnit Fee:$ 19/o. Z5 Plan Review Fee:$ ley/, 49 Use Tax:$ ZZZO • o0 Total:$ Chief Building Inspector DEPARTMENT OF PUBLIC WORKS REVLEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Date: 3 Li Lo Applicant: ,~7~?'a~ Location of Construction: Purpose of Construction: ? "7 Single Family Commercial ~ DEVELOPMENT REVIEW FEES Phone # ~ Building Permit Value: Multi-Family Developmen[ Review Processing Fee: $100.00 $ lo o0 (for dceument processing) Single Family Residence Review Fee: a5000 a (for review of applicable technical documents) CommerciaUMulti-Family Revicw Fee: •(for review of exisiing [echnical documents) $100.00 S! o D- o O .(for review of technical documents for conshuction in Right-of-Way, Final Drainage Report and Erosion Control Plan) $500.00 $ CDOT Access Permit Fee: a10000 a (for document application and processing) ~ Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: (for documenl review and processing) Class I Application: §30000 a Class I Publication/Notice N/A Class II Application $750.00 S Class II Publication/Notice $90.00 S TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ zoo. o0 PLEASE NOTE THAT IN ADDTTION TO TEE ABOVE FEES, TfERE WII.L BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WI"1'HIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date 3 2~G RevON03 oF W~r -P DEPARTMENT OF PUBUC WORKS BLILDING PERMIT APPLICATION REVIEW Date: 3Le lDg coL oR POo Location: 4/89& /"l'h2S.4,4~L S72~ Attention: Building Department I have reviewed the attached matcrials submitted in application for approval of a .Bvi. oi.JG /"Dino.J ~co..~rrEZ'c~.~~ at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: ✓OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report nudcd _ b. Drainage plan not netded c. L.ot drainagdgrading to be revieweA by Building Division _ d. Site drainagdgading provisions have been reviewed and are: ✓ ✓OK Not OK; rcfer to stipulations. 3. ~G NPDES Permit Required: _ Yes ~ No 4. ✓ Public Improvcments: a. strxt paving nccdcd: Ycs ✓ No b. curb and gutter needed: Yes ~ No c. sidewalk needed: Yes L~ No d. strect lights needed: Yes ~ No e. storm sewer needed: Yes ~ No f. te[[er of credit rcquired: _ Yes ✓No If a l etter of credit is required, for what improvements? .v11t Amount of letter of credit A✓k4 5. ✓ Subdivision Ageement required: -Yes L/' No 6, Devdopment Covenant required: _ Yes ✓ No If Ycs, for A) Z ✓ Traffic impact analysis and report required: _ Yes ~ No 8. ✓ State Highway Access Permit needed: _ Yes ✓ No 9. ✓ New roadway or alley R.O.W. dedicauon recommended: _ Yes No If yu, what is recommended7 10. ✓ All existing dedicated roadways/alleys meet the sundards of the City: ✓Yu _ No If no, which do not and what is rcquested: Ii/If 11. ✓ 12. APPROVAL: The Public Works Department has reviewed this request and hereby gives its approval, subjxt to the above andlor sttachcd stipuiations. Signature David F. Brossman, P.L.S. a/, /o y Date NO APPROVAL: The Public Works Departmcnt has rcviewed iltis roquest and does not give its approval for the reasons statcd: Srgwturt David F. Brossman, P.L.S. 13.114 Stipulations anached: _ Yes _ No 14. ✓ Summary Comments: Anv dama¢e to the ezis Date tsy *RkJW9e Deperlment of Pub%e Waim DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 3 /o y ADDRESS 4-18 9G /✓l,t,es,t~-i~ S7:e~ Deaz Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as deternvned by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev M03 APPLICATION FOR GRADING / FILL PERMIT APPLICANTS NAME: l_Rz APPLICANT'S ADDRESS: ADDRESS OF FILL: ~ar S lG.-C'/ 5T- DATE OF APPLICATION: 3~z C~ S-~ All permits shall be applied for tlvough the Public Works Department. An approved pernvt is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: Ail public improvements, when consducted, shaU be maintained (by the respective individuat(s) and/or company respansible for the consduction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Faiture to comply with this requirement will result in the enjorcement of Artic[e III, Specified Nuisances, Section I5-16 (4) ojthe City of Wheat Ridge Code ojLaws. MINOR EXCAVATION AND FILL PERMITS ~1-50 Cubic Yards: No pemtit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yazds, provided, however, that any £11 deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent swctures, and in addition, such fill or excavation dces not obswct or otherwise adversely affect any drainageways. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51=500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yazds may be allowed with a pertnit approved by the City Engineer. All applications aze to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before ihe permi[ will be issued. A. I.ocation and dimensions of all property boundaries and structures on the site. B. I.ocation and extent of areas to be filled andJor excavated. C. I.ocation of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-section area to be filled and/or excavated indicating original s►ope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion convol plan showing placement of control devices such as hay bales, etc. 3. 501-20,000 Cubic Yards: Operations in which eaRh material fill or excavation exceeds 500 cubic yards, but dces not exceed 20,000 cubic yuds, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepazed and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Locadon and dimensions of all property boundaries and swctures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. A drainage report may be required if site runoff characteristics are changed. K. Relative elevations of adjacent properties and strucmres. L. Statement of purpose of intended fill and/or excavation. 4. Performaoce Standards: The following provisions shall apply to all Minor Excavation and Fi11 Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabili[ation for the site shall have been completed in accordance with the approved pians. Rehabilitation shall consist of leveling, gading, landxaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, Vash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the Ciry of A'heat Ridge. C. Faccavation and/or fili azeas shall be graded to facilitate weed control until final gades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards lOlto 1000 cubic yazds for the firs[ 100 cy plus for each addi[ional 100 cy or fraction thereof 1001 to 10,000 cubic yazds for the first 1000 cubic yards plus, for each additional 1000 cy or fraction theceof 10,000 cubic yazds or over *Wheat Ridge Code of Laws Section 5-76. $10.00 $15.00 $15.00 $ 5.00 $60.00 $ 4.45 $100.00 TOTAL $ All permits shall be applied for prior to fill deposition or excavation operations begin. Any peanit applied for after cutting or filling operations on site aze in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of I.aws, Section 26-1004. Any fill requested under tltis permit within the100 yeaz flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. 1 HERF:BY ACKNOWLEllGE THAT 'I'HIS AYYLICAI'ION 1S COR1tECT AND UNllERSTANll 'PHA"1' I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY TI-IE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSFSSION OR PERMANENTLY ON THE JOB SIT& APPLICANT: CITY OF WHEAT RIDGE: ApplicanYs Signature City~r Owner's Signature (if diffecent than above) 3lZ h~t Appr alov Date Kev.ILUJ (1y.dWhempdae Depsunau or vu&ic wwMs March 1, 2004 Mr.Steve J. Lubowicki DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Lubowicki Architecture & Design, Inc. 1701 Wynkoop Street, Suite #235 Denver, CO 80202 Re: - Third Review Comments of the Site Plan and Drainage Plan for the Four Seasons Heating, Inc. building addifion project received on February 19, 2004. Dear Mr. Lubowicki, This letter is to inform you that the Site Plan, Drainage Plan and the grading/erosion control as shown on the Drainage Plan for the above referenced project have been reviewed and approved for construction. Please be awaze of the following items regarding the construction of the project: Erosion control for the project shall be placed in conformance with the approved Drainage Plan and shall be maintained as needed during the course of construction. 2. Ali drainage/grading improvements shall be constructed in conformance with the approved Dtainage Plan. 3. It will be the responsibility of the of the contractor for the project to repair any damage to the exisring public improvements on Lamar Street, Marshall Street, or West 49`b Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining Lamar Street, Marshall Street, or W est 49t" Avenue on a regular basis such that they aze free of construction debris and tracking from construction traffic accessing the site. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: Steve Nguyen, Engineering Manager Darin Morgan, Code Administrator File Four Seasona HeatinB (4896 Msrahall St)_appmvaLltr L*- Ed lennings PO Box 200662 Denver. Co. 80220 Phone (303)388-1867 FAX (303)320-1987 DRAINAGE LETTER FOR BUILDING ADOITION AT 4896 MARSHALL ST. WHEAT RIDGE, COLORADO Attn: David Brossman Public Works Dept. 7500 W. 29th Ave. Wheat Ridge, Co. 80034 Dear Dave: Date: 1/6/2004 File No: L103136 In accordance with our recent telephone conversation, I am providing you with this letter and the attached drainage plan. Proposed ConsWctfon: The owner of this property desires to construct a single-story building addition along the south side of the existing building. This building addition will extend to within 3 feet of the site's South property line. The property to the South is developed with a building on iYs North property line. The area where this building addition is proposed is currently mostly surtaced with gravel and some concrete pavement It is proposed that the roof of the building addition will drain North onto the existing building. The existing building has 3 downspouts which discharge onto a concrete pad and gravel drive area leading to W. 49th Avenue. A swale will be constructed within the three foot area between the proposed building addition and the existing building to the South. This swale will drain to the East and to the West from a point near the middle of the South wall of the proposed building addition. The only storm runoff within this swale is that which falls onto this 3 foot wide strip of ground. Erosion Control: The erosion and sediment control measures for this project will consist of a temporary silt fence surrounding the proposed building addition as shown on the attached plan. Following construction all disturbed areas wiil be either paved or landscaped. ConclusJons: The construction of this building addition will have little impact on the storm drainage patterns and runoff quantities in this area. The existing gravel and concrete paved area will be replaced by roof. Drainage from this proposed building addition is directed to the North away from the building on the adjacent property to the South. Construction of the shallow swale between the proposed building addition and the existing building to the South will improve the current drainage situation between the two existing buildings. Please don't hesitate to contact me if you have any questions or desire additional information. Sincerety,.~ ~ ~ Ed J nings PE&PLS architecture mt- + desi n inc 5 February 2004 Travis R. Crane Planner 7500 West 29'" Avenue Wheat Ridge, Colorado 80033 RE: 4896 Marshall StreetJFour Seasons Heating Dear Mr. Crane: In response to your comment #2 on 23.04, we have included two diagrams detailing the area calculations we used to calculate the percenWge of transparency in the fasade of the Four Seasons. The first diagram specifies our total fac,ade calculation. The far,ade is divided into three rectangles, designated by a hatched pattern. The dimensions and resulting area are specified in a white box in the middle of each rectangle. Similarly, the second diagram specifies our transparency calculations, which do include the glass portion behind the screen. The hatched rectangles indicate the area we have determined to be transparent, with the dimensions and area of each being located in the white box in the center of each rectangle. The area and dimensions for the portion of the door, which extends below the windows, is specified as a note. We believe that these calculations are generous, being that we did not remove the area of the window frames for our transparency calculations. Both drawings are drawn at 3116"=1'-0" if you wish to double-check our measurements. Thank you for your comments, and if you have any questions about our response please call at 720.904.9808. Thank you, ~ Steve Lubowicki 1707 Wynkoop Sheet Suite 235 Denver, Colorado 80202 t: 720.904.9808 f: 720.904.9807 e: steve@lubowicki.com C) Lf1 O N O a 4 N \ ~ N rn 4 ;--i tA II C i~ O (A M ~ N L Ln ~ ~ W ~ L L Vw, ~ W ~ ~ L ~ m i ~ u ~ 3 ~ o 422 ~ ~ M LI.A Z 0 N N U.1 0 N LLJ a Z 0 O ui N a W 0 u a ~ ~ F- 0 F- Q t~ W ? 4 0. IT t! ~ . X ~ ~ o M ri ~ o 2 W W ~ V ~ Z ~ ~ i:~. ~ 5t >:'.:ii %~i~i :ii< i~.;~5<;i2'j W ar u, 4 " ~ LU4Z 00 ~ = O v ~ N y Q co m Le! ri ~ N II x ~ U N ~U Z w w> 3: N L ~ ~ ~/i ~Y ~ L ~ ~ L ~ s L ~ V O ~ N N N ~ ~ a T~ W ~ M N 3 Ln ~ ~ t0 C ~ Q. ~ ~ ~ .1A-.' W ~ U 4- M W Z O N N LI.A 0 N ~ Q 0 Q LLJ Z O LLJ N aa N 9 H J F- O` r v Ll m W F Z 4 ~ w M N N N u X ~ ~i%/`.•,; . ~%fi%%' r p~ l~.J~ , ~i • J ~ ` f; M w W ~ ,/;r,. •:f~f." a pOo. ~ Z ~ ` • ` ~'ii~'• n ~ N ~j lSlS`fhF ~+~'ff'' 'i~f{~•~ ° ' ~;y~ ~ C ~ . x x ) ~ ~tiF• ~ IIII 1I ~ u ~ ~i N Ffi:'r C~'/i)) G•+; ~r.~.i:G~r f.y`~ F C~~ . , . J ~ . . i ,{F . i<.. i ' ? ` f ' ~ :i F+ + i'•+ • %~~f~ f!,'.~ % „y ~ +jf,.+ LIL ~ f ~ J~ ~p Q ~ w4 M ~ = 0 F FOa wv F Q ~ Y V m w ~ W w> L ~a d n ~ P N (ij O N 0, n N O rMi N d ~ ~ lf ~ M V ~ M N t+t J O O II W z - W x ~ a t-~ ~x z K G C' ~ Q Z N S N ? ~ Z N F J Z Z J ~ N 0 ~ O ~ F- ~ a n N ~ Lr, N ~o II ~ O F ~ a l~ O a o ° ~ w ~ O Z ~ N O N N bo ,I co J II ~ ~ M LC ~ ^ ! r; ¢ X ~ X N Q ^ X ~ Q Q ~ M W Q N ' N ~ ~D W Q V ~ N N1 Q U. W W W ~ Q o 0 o a r N N N F'', O tt') ~o ~.O \v Y , e : n ~ n C ~ C r ~ z ~1 W Q Q J d N ~r J y~ Q Q Y a V LL ~ O n Ja.l ~ Y ~ a ~ u ~ a ~ y O H ~ ~ a W ~ Q ~ W 10 a ~ d N Z ~ ~ N r o J ` ~ fco +f I--f~t architecture + desi n inc O~ C.o( 16 January 2004 To: David Brossman, P.L.S. Development Review Engineer City of Wheat Ridge co * RE: 4896 Marshall Street Response to Review Comments dated 10/16/03: Site Plan: The survey is attached. Drainage plan: The drainage plan is attached. * 'UBOVVICK► ~ r~ 2 3527 \SED Minor Dumping / Landfill Permit: Not Applicable as projected, Owner and Contractor have been made aware of this requirement if it becomes applicabie. Thank you for your ttention to th atters, Steve Lubowicki 1701 Wynkoop Sfreet Suite 235 Denver, Colorado 80202 t: 720.904.9808 f: 720.904.9807 e: steveQubowicki.com 02/04I1304 07:25 3034230126 FOUR SEASCNS HEATING PAGE „02 7500 Wesl 29th Avenue Wheat Ridge, Colorado 84033 303.235.2848 Fax:303.235.2357 3 February 2004 Steve Lubowicki 1701 Wynkoop Sheet # 235 penver, Colorado 80202 RE: 4896 Marshall Street/Four Seasons Heating Dcar Mr. Luhowicki: ~ ~4l me ~ Of Wheat Rr'dge LoRpoo I have completed my second review of the building permit appiication for the above-mentioned address, and I have the following comments: Landseaping A. The submitted landscape plan decails all landscaped areas to be treated with 1'/: inch river rock. The Wheat Ridge Code of Laws speoifies th0t a maximum of twerny pertent (200/u) of the provided landscape area may be non-living landscaping, such as bark or rak. When live materials are located within these non-living landscape areas, the full eircumferenee of the live specimen may be omitted frout the eon- living aroa. A two-year growing period may be assumed when measurlttg the circumference. Please add a measuro of non-living materials to the landscape plan. 2. Suilding Elevations A. The West Elevation on page A6 detaiis the new addition to have an extensive giass exterior. Thc Srreetscape and ArcAirectural Design Manual states that a maximum o£ sixty-five percent (65%) of a building exterior may be glass. The response memo daYed 16 January 2004 states that the glass area ofthe western elevation to be 53%. Staff feols thi5 calcuiati0n is in error. The westem elevation of the existing structure is almost entirely glass, and the proposed addition is almost entircly g(ass. The proposed plans detail a`sun screen' to he located on top of the glass. This is still considered glass. Plcase make all required correctian prior m the next submittal. If you have any questions, feel free to contact me. i can bc rcachcd at 303.2351849. Thank yrou, Zvi's . Crane Planner 02ie4/2bE4 e7:25 ~Depso.~.~d~PY6 c Wab Ianuary 26, 2004 3834236120 FOUR SEASOPJS HEATING PAGE 03 pEp/1RYMEM OF PUBIJC WORKS (303) 285-Z887 7500 tlVEST 29T" AVENUE WHEAT RIDCaE. CO 80033 FAX (303) 239-2857 Mr.5tave J. LubowiCki Lubowicki Architxture & Desigo, Inc. 1701 Wynkaop Strxt, 3uite 0235 Denver, CO 80202 g,e• - Second Review Comments o£ the Site Flan, and first review commcnts of the ihauiage Plan• Dear Mr. Lubowicki, I have completed the first review of the above referenced documents for the Four Seasons Heating, Inc. project received on Januery 20, 2004 and have the followin$ comments: Site Alaq Need to include the following on the Site Plsn: 1. Pleax indicate the elevAtion of ffia high point of the swale to be constructed along the southcrly side of the proposed building addition. The elevation can be relative to somdhing on-site (essumed baeclunarlc), but the benchmark and its elevation needs to be shown on the 3ite Plan. 2. Include elevations for both ends a£the above-mentioned swale, and a distance from the high point to ffi]easl one buildinB comer so rt csn ba Sraded according to the 2°/a slope as shown in the Plan. 3. Please double-cheCk ft roadway name abng the northaly &ontage of the subjed propcrty. The roadway is currently indicated es being W. 4e Plaee, but i believe it is West 49* Avenue as stated in the Drainage L.etter. please incSude a sepa=ate copy of the correcced Stte Plan (Sheet al.) with the next submittal, for the Public Works file. Drainage Plan l, Flease double-check the roadway rome along the northeriy frontage of the subjcct propcrty. Thc roadway is currently indicated as being W. 48' Place, but i believe it a West 49`h Avenue as stated in the brainage Letter. The Pubtic Works Departmeet requitea 2 sigaed and etamped copics otthe tSite Plan and Drainsge Plna. Pleaae provide t6is with the ncxt submittaL 62/64/2004 07:25 3034230120 FOUR SEL150N5 HEATING PAGE 64 . . . . . . Applicstion for Minor Dumping/Laudfill Permit Prlor to the commencemeat of arry onske grading, an Application for DumpingIandf ll Pemvt, along wiRh the fees due will nccd to be submitted for review and appCOVaI. 'Ckiis Permit is generally issued at the time of the Building Permit Not Applicabk as projectad, per your letter dated,ianuaiy 16, 2004. Flease return all redlined prinb with the next submittal. If yau have any questions, please wutstt me at 303-235-2864. Sincerely, ~ pavid F. Brossman, P.L.S. DevebpmeM Revitw Engineu Cc: StcveNguyen, Engineering Maneger Darin Magan, Cade AdminisMator File ~ Far3~ HMNn6(4896 MA*dI SI)-reNaK2A4r W ~ Q~ ~ II ~ J ~ O tn>'~ ~ ~ w Wow ~ o M Q ~ rev ~ zW~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ LLI w rn Q ~ ~ w ~ ~ C7 Zw z AVE _ ~ Z > W~ ~ ~ 76TH AVE ~ °o r~ r~ W cv ~ o0 rn ~ ~ m° ~ o M a: ~ o J J Q ,t, y ~ y ~ 2 y ~ ~ ~ ~ y .t, .U +L 51ST AVE ~ ~ ~ ~.t ~ ~ ~ ~ U *i- ,I. ~ ,I, .J,. w ~ ~ ~ ~ ~ .L .,I. J. .L ~ .I~ ~ J~ z~ ~ ~ ~L J~ J. J~ `L .I.- .i. 50TH AVE ~w J~ ~L ~ J~ ~ ,4~ .l. ~ ~ ~ ~ Ji ~ v ~ ~ ~ ~ ~ ~ .t. y w *L 0 O c~ w ~ ~ ~ ~ ~ ,L y ~ .ll .if ,I• J~ a. Jr • ~ w r- o ~ ~ ~ ~ ~ ~ ~ .L Ji v .1. Jr v ~ ~ c~ N to ~ cv ~ ~ ~ ~ ~ ~ Ji v ~1. .L ~I.- ~.I~ ~ ~L J ~ Ji v Ji .b J. J~ ~l- ~ ~ ,w ~ i o m J~ Ji Ji ~ ~ ~ ~ -L w Js a ~ ,I.. ~ ~ w ~ CLEAR CREEK m~ f v V J~ ~ ~ V y o~ ~ ~ ,i.- ~z ~ ,t. ~ ~ ~ .U ~ ~ ~ ~ v ~ o 0 mil- J~ .L .1. ~ r .L J.- J~ J~ J~ J~ .L 7 'C J~ ~ J. .I. ~ .I- J,- ,L .L .t- 4g i ~ 4 ~ ~ ~ ~ J~ J~ ~ J, .t, J., o ~r• tel.- ~,I~ ~.1. ~L J~ y 1 rr Tl~ qVE ti i .L .y ,I. J.- .L ~ } SUBJECT ~ d 9 r^ " yl //n~ v! PROPERTY Q 'E ~~,Lt~ I S w. 0 ~ ~ s r eR ~ 4~ ~ ~ , 0 ~.v cn 1 ~ ~ ~ ~ ~ ~ ~ 48TH AVE ~ ~ ~ C tJ ti 1 I-70 m `1~ w V PROPOSED ONE-STORY ADDITION ~ MAIN LEVEL i~ Q PROPOSED ROOF WILL ~ ~ 109.79 ~ DRAIN ONTO EXISTING ROOF EXISTING C4NCR~'E C~RiV~ ~ I y FF=1 12.15 ~ ~ o N 3 N cn 1 J. ~ ~ y y y STEP FOUNDATION WALL ALONG SOUTH SIDE SF .1. w J~^b~ ~ ~L y ~ y 1 13.2' - ~ , 1 14.78 r°9 NOTES: W 1. SITE PLAN INFORMATION PROVIDED BY PROJECT ARCHITECT, STEVE ~UBOWICKI, 1701 WYONKOOP STREET, E ~T, DENVER, CO. 80202, 720-904-9808 2. EXISTING IMPROVEMENTS AND ELEVATIONS PROVIDED BY R.E. PORT LAND SURVEYING, 5460 WARD ROAD, C~ W SUITE 160, ARVADA, CO. 80002. ON-SITE BENCH MARK IS FIRST FLOOR OF EXISTING BUILDING AT THE ~A ~ SOUTHWEST CORNER OF THE BUILDING. ELEVATION IS 112.45 ASSUMED DATUM. 3. THE ROOF FOR THE PROPOSED BUILDING ADDITION SHALL DRAIN ONTO THE ROOF OF rtHE EXISTING BUILDING. 4 SET POSTS. EXCAVATE 4"x4" TRENCH UPS~OPE THE LINE OF POSTS. ATTACH FILTER MATERIAL T AND EXTEND MATERIAL INTO TRENCH. BACKFILL 1 1 1, FILTER FABRIC WOOD POSTS 4"x4" TRENCH t ~ RUNOFF a 1 1=III=11 III=1' III 1=1 I I III-I I i- fi; 0 4~~ p s~ E .r, 4 ' ;~IIIIIII IIIIIIII- I I-1 I r ~ } ~ _ m cy ~ POSTS EXTEND A OF 12" INTO GRO x x-~ SF SILT FENCE 1 NO SCALE ~1 6.r ..B~P.1'S.d 3 Yd 9 d fi... f k LEGEND: ~...4,..3 X 32.s EXISTING + 28.5 PROPOSE ~f X- SF SILT SOII,S AND FOUNDATION 1NVESTIGATION PROPOSED ADDITION - 4896 MARSHALL STREET WHEAT RIDGE, COLORADO Prepared for: FOUR SEASONS HEATING, INC. ATTN: JAY LAUIION 4896 MARSHALL STREET WHEAT RIDGE, COLORADO 80033 JOB NO. 15713 7IJNE 11, 2003 - DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-cbureh.eom 303.463.9317 Fax: 303.463.9321 Toli Free-1.877248.3123 TABLE OF CONTENTS SCOPE 1 - CONCLUSIONS 1 PRQPOSED CONSTRUCTION 2 SITE CONDITIONS 2 INVESTIGATION Z SUBSURFACE CONDITIONS 3 SITE PREPARATION 4 EXCAVATIONS 5 BUII.,D3NG FOUNDATIONS 6 SLAB-ON-GRADE CONSTRUCTION 7 LATERAL LOADS AND SUBSURFACE DRAINAGE g SURFACE DRAINAGE 9 LIMITATIONS 10 FIGURE 1- SITE PLAN AND LOCATION OF EXPLORATORY BORING FIGURE 2- LOG OF EXPLORATORY BORING FIGURE 3 THROUGH 6- SWELL-CONSOLIDATION TEST RESULTS APPENDIX A- IMPORTANT INFORMATION ABOUT THE REPORT APPENDIX B- TYPICAL DRAIN DETAII,S SCOPE This report preserns the results of a Soils and Foundation Investigation for a proposed addition to the Four Seasons buiiding located at 4896 Marshall Street in Wheat Ridge, Jefferson County, Colorado. The purpose of the investigation was to evaluate subsurface conditions at the site and provide geotechnical recommendations for the proposed conmction The report preserns a description of subsurface conditions encountered at the site, recommended foundation system, and design and construction criteria inftuenced by the subsurface conditions. The report is based on data developed during the fieid and laboratory investigations and our experience. A summary of our fmdings and recommendations is presented below. CONCLUSIONS _ 1. SubsurFace materials encountered in the test hole (TH) consisted of 6 feet of moist, firm to medium hazd, severely weathered to weathered claystone, underlain to 16 feet by moist, hazd, silty, occasionally sandy claystone bedrock, underlain to the maximum explored depth of 30 feet by moist, very hard, silty to sandy, claystone bedrock. A sample of severely weathered claystone from I foot exhibited a low swell potential when wetted under a surcharge pressure of 1000 pounds per squaze foot (PSF). A sample of weathered claystone from 4 feet exhibited a moderate swell potential when wetted under 1000 PSF. Samples of claystone bedrock from depths of 9 and 19 feet eachibited a(ow swell potential when wetted under the same pressure. 2. Free water was encountered in the boring during drilling aY a depth of 26 feet, and was measured at 26 feet 10 minutes after drilling. When the boring was checked 6 days after drilling, water was measwed at 12 feet and the boring was caved at a depth of 25 feet. 3. Based on our observations and test results, the proposed addition should be constmcted with a drilled pier foundation system completed in the bedrcek. Design and consvuction criteria aze presented in the body of the report. 4. The soils aze suitable for support of slab-on-grade construction, but a low to moderate risk of movement or cracking due to potentially expansive soils exists. A structural floor should be utilized if the owner/builder is not willing to accept the risk of movement. Any slabs supported on grade should be free to move vertically, and not tied to the structure. 5. Positive drainage down and away from all foundation walls should be established and maintained at all times. Soils and Fonndation Inves[igatipn Job No. 15713 Page 2 PROPQSED CONSTRUCTION A ta11, one-story office and shop addition is proposed in the vicinity of the test hole, as indicated on Figure 1. The proposed addition will consist of concrete and wood frame construction and relatively light consuuction loads aze arnicipated. A concrete floor slab is planned for both the office and shop azeas, with relatively light floor loads in the office. A small forklift will operate in the shop, so moderate floor loads are anticipated in that azea. The addition will be built on the existing retaining wall along the north side. A low (2 to 3 feet) retaining wall will be built along the south side of the addition. STTE CONDITIONS The site is located in a commercial and industrial azea of Wheat Ridge, Jefferson County, Colorado. The lot slopes to the north, towards Cleaz Creek. The existing building has a walkout basement to the north, with an 11-foot ta11 retaining wall along the back (south) wall line. The existing building is a one-stary structure, built of masonry and wood framing. The basement floor is a concrete slab-on-grade, which we understand has performed well over the life of the suucture. The proposed - addition will be built in a driveway area south afthe building on the upper level. INVESTIGATION Subsurface conditions were investigated on May 14, 2003 by drilling one exploratory boring at the location indicated on Figure 1. The boring was advanced using a 4-inch diameter conYinuous flight auger powered by a CME-45 drilling rig. Samples were taken at select intervals using a California sampler, which was driven into the soil by dropping a 140-pound hammer through a free fatl of 30 inches. The number of blows required to drive the sampler into the soil is known as a penetration test. The number of blows reyuired for the sampler to penetrate 12 inches is evaluated and gives an indication of the consistency or relative density of the soils and bedrock. The resuhs of the penetration tests and a Soils and Foundarion Investigaflon Job No. 15713 Page 3 log of the materials encountered are preserned on the Log of Exploratory Boring, Figure 2. Samples were returnei to the laboratory where they were visually classified and testing was assigned to evaiuate the engineering properties of the soil layers. Izboratory testing consisted of moisture-density deternunations, swell-consolidazion tests, and a percent passing the No. 200 sieve analysis. The results of the laboratory testing aze presented on Figures 2 through 6. _ We were provided with copies of previous soils and foundation investigations in the area for information. These reports were for a previous addition to the Four Seasons Building on the east end, and an addition to the stracture immediately to the south of the site. The Four Season addition report disclosed similaz conditions to our results, with severely weathered claystone and sandstone bedrock at the ground surface at the lower level. Options for either a drilled pier or grade beam and pad foundation were pravided. The report for the building to the south incIuded a boring drilled on the Four Seasons property, on the east end of the currently planned addition, which disclosed 3 feet of fill soils underlain by clay to 5 feet, underlain by claystone bedrock. A drilled pier foundation was recommended for the addition to the building to the south. A significant risk of cracking and heaving of slab-on-grade fIoors was described, and a structural floor was rewmmended for the addition to the building to the south. SUBSURFACE CONDITIONS Subsurface materials encountered in the test hole (Tf) consisted of 6 feet of rnoist, fum to medium hard, severely weathered to weathered claystone, underlain to 16 feet by moist, hazd, silty, occasionaliy sandy daystone bedrock, underlain to the maximum explored depth of 30 feet by moist, very hazd, silty to sandy, claystone bedrock Free watet was encountered in the boring during drilting at a depth of 26 feet, and was measwed at 26 feet 10 minutes after drilling. When the boring was checked 6 Soils and Poundarion lnvestigation Job No. 15713 Page 4 days after drilling, water was measured at 12 feet and the boring was caved at a depth of 25 feet. Additional subsurface details aze presented on Figure 2. The geotechnical practice in the Denver azea uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure of 1000 pounds per squaze foot (PSF), the measured swell is classified as low, moderate, high, or very high. The following table presents the relative classification criteria. It is important to note that measured swell is not the only criteria for slab-on-grade recommendations and additional factors aze considered by the geotechnical engineer when evaluating the risk for slab-on-grade construction. Additional information is presented in Appendix A. Risk Category Percent Swell Under A 1000 PSF Surchar e Pressure Low 0 - <2 Moderate 2 - <4 Hi h 4-<6 Ve Hi h Crreater than 6 A sample of severely weathered claystone from 1 foot eachibited a low swell potential (12 percent expansion) when wetted under a surcharge pressure of 1000 pounds per squaze foot (PSF). A sample of weathered claystone from 4 feet eaihibited a moderate swell potential (2.5 percent expansion) when wetted under a surcharge pressure of 1000 PSF. Samples of claystone bedrock from depths of 9 and 19 feet exhibited a low sweil potential (1.1 and 1.5 percem expansioq respectivelq) when wetted under the same pressure. SITE PREPARATION Organic material and debris should be removed from the foundation azea and wasted off site orused for nan-structural purposes. Where structural fili is required (such as below the shop floor on the east end where the existing grade will be raised), material that is non-expansive and classifies as Soils and Foundarion Investigaflon 7ob No. 15713 Page 5 sahd according to the Unified Soil Classification 5ystem possessing a silt and clay fraction less than 35 percent, aliquid iimit less than 40 and a plasticity index less than 20 should be utilized. Coazse- grained material measuring lazger than 3 inches in diameter should not be utilized. Structural fill should be placed in S-inch uncompacted thickness lifts and compacted to 95 percent of the standard Proctor maximum dry density within 2 percent of the optimum moisture content. Slabs and flatwork may settle if supported by backfill which has not been compacted adequately. All exterior non- structural backfili should be compacted to at teast 90 percent of the standazd Proctor maximum dry density as determined by ASTM D698, within 2 percent of the optimum moisture content. A geotechnical engineer should review earthwork placement activities. Although not encountered in our boring, others found fill soils at the east end of the planned addition area. Where uncontrolled fill exists below future structural areas, it should be removed and repiaced as structural fill. Ifthe existing soils are re-used, the moisture specification should be determined by performing remolded swell tests in conjunction with the Proctor test. A moisture content of Optimum or above is recommended unless the remolded swell tests indicate a higher placement moisture in warranted. EXCAVATIONS Excavations should not remain open for extended periods of time, permitting wetting or drying of the bearing materials. Moisture changes of the bearing materials may increase the risk for movement. The materials encountered within the depth of excavations on site are categorized as Type A according the Occupational Safety and Health Administration (OSHA). Based on published OSHA guidelines, the temporary excavations in the Type A soils can have a maximum temporary slope of 0.5:1.0 horizontal to vertical (H:V) or 63 degrees. This inclination is reasonable for the conditions at the site. Exceeding this inclination will increase the chance of deformation, especially over a long time period. Some localized deformation of the bank may occur, especially during wet weather, loading or with vibrations. Care should be taken when working near the sides of the excavation at all Soils and Foundation Inves[igarion Job No. 15 713 Page 6 times, and the slopes should be monitored by onsite personnel during construction for evidence of sloughing, bulging or toppling of the sidewalls or cracking at the ground surface. Surcharge loading at the top of the cut by equipment, materials, or vehicles must be avoided, since surchazge loading wil] increase the risk of caving. Spoils of the excavation must be placed a minimum of 2 horiwmal feet from the edge of the excavation. A geotechnical engineer should observe the completed excavation prior to foundation installation. BUILDING FOUNDATIONS The soils at the anticipated foundation elevations of 3 feet below the test hole surface elevation consist of firm to medium hazd, severely weathered to weathered claystone with a low to moderate swell potential. In addition to our test data, previous investigations on the site have indicated clay and claystone with a low to very high swel( poternial. We understand that the retaining wall on the south side of the existing building has a spread footing foundation, and that the recent addition used a grade beam and pad foundation system. With additions, we typicaily recommend matching the existing foundation system. However, the new addition foundation will be at a higher level than the existing building. Due to the observed swell potentials at the addition level in both our and previous investigarions, we recommend the addition be founded on a drilled pier foundation system. A drilled pier foundation will have a lower risk of differential foundation movement than a shallow foundation at the planned addition elevation. The drilled straight shaft pier system should be designed and constructed in accordance with the following criteria. l. Drilled piers should have a minirnum length of 16 feet and a minimum penetration of 6 feet iirto bedrock. Piers should be designed for a maximum allowable end bearing pressure of 30,000 PSF if ternvnated below a depth of 16 feet below the present ground surface, and an allowable sldn friction (side sheaz) of 2,000 PSF for the portion of the pier in bedrock. The severely weathered to weathered Claystone above a depth of 6 feet is not considered bedrock. Side shear should be ignored in the upper 5 feet of the pier shaft in any case. A ta11 retaining wa11 exists along the north side of the planned addition. Plers drilled in the wall bacl~iTl zone wil( not - encounter bedrock urnil the bottom of the wail. Caze should be taken not to locate piers in this azea if possibie. To develop the recommended side sheaz value, the edge of any pier must be at Soils and Foundation Imestigation Job No. 15713 Page 7 least 3 pier diameters away from the backfill zone, in bedrock. The extent of the backfill zone should be deteimined during construction, prior to pier installation, to avoid issues with the - backfill zone. 2. A11 piers should be reinforced full-length to resist uplift forces of 19,500 pounds for 12-inch - piers and 16,500 pounds for 10-inch piers. Dead loads can be subtracted from these uplift forces. Reinforcement should extend into grade beatns of foundation wa11s. We recommend a minimum dead load pressure of 5,000 PSF times the pier end area for all piers. Where the minimum dead " load pressure cannot be achieved, the piers should be lengthened using the 2000 PSF side sheaz value in uplift. A minimum 6-inch void fomung material should be placed between the piers to concentrate dead loads and avoid contact with poteirtially expansive soils. Sonotubes must be - used to form the top of the pier and avoid "mushrooming" the tops of piers. 3. Groundwater was encountered during drilling at a depth of 26 feet, and water was measured at 26 feet when checked 10 minutes aftet drilling. Water was measwed at 12 feet when checked 6 days after drilling. Based on these observations, dewatering may be required during drilied pier installation. We do not anticipate the need for casing. Concrete should be onsite at the time of drilling and placed immediately after the pier is drilled and inspected using "drill and pour" techniques to minimize the need for dewatering. If groundwater ecrters the boring and cannot be controlled by dewatering, tremie (underwater) concrete placement will be necessary. Cancrete shouid not be placed in more than 3 inches of water. 4. The installation of the piers should be observed by a represemative of our office to observe piers are bottomed in suitable material and holes are properly cleaned. 5. Sulfate resistant cement (Type II or I/II) should be used in all concrete eaposed to the ground as a precaution. SLAB-ON-GRADE CONSTRUCTION A slab-on-grade concrete floor is planned for the office and shop azeas. We understand proposed grades are close to present grades, and only minor cuts and fills are planned. The materials encountered near anticipated slab elevations cottsist of severely weathered to weathered claystone with low to moderate swell potential. Slab-on-grade construction will have a low to moderate risk for movement. An estimated 1 to 3 inches of slab heave is possible if 5 to 10 feet of claystone is wetted below slabs, which is likely. A structural floor system should be used in finished areas if the ownedbuilder is unwilfing to accept a low ta moderate risk for movement. Since the eacisting lower level has a slab-on- grade floor supported by claystone, which has performed acceptably to date, it appears that a struchual floor is not mandatory if the owner is willing to accept the risk for movement. Soils and Foundation lmestigation Job No. 15713 Page 8 To reduce the risk for slab movement, the claystone can be excavated and replaced with imported structural fill, piaced under controlled conditions. Approximately 10 percent ofthe estimated siab heave may be eliminated with each foot of expansive materiat thai is removed and replaced with non-expansive fill. Structural fill specifications and piacement should conform to the guidelines in the "Site Preparation" section of this report. The slabs should be constructed as "floating" slabs, which aze free to move in the vertical direction. The slabs should not be attached to interior or e7cterior bearing members. The following design_" and construction details for slab-on-grade construction are recommended 1. Slabs should be sepazated from eaterior walls and interior bearin$ members. Vertical movement of the siabs should not be restricted_ Using brittle floor finishes, such as tile, on floors supported by expansive soil increases the risk for damage. Performance expectations should be carefully considered if brittle floor finishes are used on slabs supported on eacpansive materials. 2. Slab bearing partirions should be minimized. Where such partitions aze necessary, a slip joint should be constcucted to allow free vertical movement of the partitions. Slip joints shouid ailow at least 3 inches of vertical movement and should be monitored and maintained by the owner after consuuction. 3. Underslab plumbing should be eliminated where feasible. Where such plumbing is unavoidable it should be thoroughly pressure tested during constmction. 4. Plumbing and utilities, which pass through the slab, should be isolated from the slab with expansion joint material. 5. If a forced air heating system is used and the furnace is located on the slab, we recommend provision of a collapsible connection between the fiunace and the ductwork. The above design and construction criteria will not prevent movement, but will reduce damage if movement occurs. LATERAL LOADS AND SUBSURFACE DRAINAGE Below grade construction is not planned at this Ume, but retaining walls will be needed as part of the additioa Below grade walls must be designed for lateral loads. For "active" conditions where walls can deflect, such as retaining walls, the walls should be designed for an equivalent fluid pressure of 45 - Soils and Foundarion Imestigation Job No. 15713 Page 9 pounds per cubic foot (PCF). For "at rest" conditions, equivalem fluid pressures of 55 PCF should be - used. A"passive" value of 250 PCF can be used for concrete against native claystone or fiil cArnpacted to at least 95 percent of the maaiimum standard Proctor dry density. These loads assume a horizontai backfill surFace, and do not include swelling pressures, hydrostatic loads or surcharge loads such as sloping backfill or vehicles. Eapansive soil should not be used for backfill. A drainage system should be instafled behind retaining walls. The drain will reduce the risk of buildup of hydrostatic presswes. The foundation drain should lead to a positive gravity outlet or a sump where water can be removed by pumping. The drain should be installed similar to the details presented in Appendix B. SUI2FACE DRAINAGE Performance of foundation soils is lazgely influenced by surface water comrol through surface drainage. The risk for wetting foundation soils can be reduced by carefully planned and mairnained surface drainage. This is particulazly important at this site where the claystone will heave with an inctease in moisture contern. The fotlowing precautions should be observed during construction and - maintained after the structure is completed. L Excessive wetting or drying of open foundation excavations should be avoided as much as possible during construction. Drying of clayey rnaterials can increase the swell potemial of the materials and irrcrease the risk of damage after construction. 2. Backfill adjacem to foundation walls should be moistened and compacted. Any settlement of backfill after completion of the structure shoutd be repaired and positive drainage reestablished. 3. T'he ground surface surrounding the structure should be sloped to drain away from the structure in all directions. A minimum slope of 12 inches in the first 10 feet should be achieved and mairnained after construction in tandscaped azeas, or 3 inches in 10 feeE in paved areas. 4. Roof downspouts and drains for the structure should discharge to the surface well beyond the limits of all backfitl. Irrigated landscaping should not be piaced within 5 feet of the foundation _ walls. 5. Plastic membranes should not be used to cover the ground surface immediately surrounding the struchue. These membranes trap moisture and prevent normal evaporarion from occurring. Geotextile fabrics are a suitable option to control weed growth and aliow some evaporation. Soils and Foundaflon Investigation Job No. 15713 Page 10 LIlWTATIONS Ahhough the boring was located to obtain a reasonabiy accurate determination of foundation conditions, variations in the subsoil conditions are possible. If the proposed construction is modified, or if conditions differ from those described aze encoutrtered in excavations, we should be notified. Drilled pier installation should be observed by a representative of our office. The wst of constsuction observations is not included in this investigation. An emironmental assessment of the site is outside our scope of work for this project. If we can be of further service in discussing the coirtents of this report, or in the analysis of the influence of subsurface conditions on the design of the structure, please call. T Sincerely, ,q RE 49 ° •;~~yFS' CHiJRCH & Associates, Inc. Reviewed by: o :Q 33905 < ? (d David A. Cushman Mazk J. Vessely, P. - Project Manager Geotechnical Group , ~ DAC 2 copies sent 2 copies to Lubowicki Architecture & Design, Inc. 1701 Wynkoop St, Suite 235 Denver, CO 80202 1 copy to RNF Consultants, Attn: Mark Miller 11290 W. Alameda Ave, Suite 202B Lakewood, CO 80226 Attachment - Invoice PROPOSED ADDITION FOUR SEASONS BUILDING 4896 MARSHALL STREET WHEAT RIDGE, COLORADO SCALE 1 " = 40' ` 8Ty F 44t, `qCF 3 ~ ~P ♦ ~c~ < ~ 9 `y s , NG ONE-STORY BUILDING EXISTI ~ TH-I DRIVE ` PROPOSED ADDITION ~ • ~ SITE PLAN AND LOCATION OF ~ W w ~ F- ~ ~ a ~ Q ~ JOB NO. 15713 EXPLORATORY BORING FIGURE 1 2 WC= 25.9 DD= 97 -200 = 82 2 WC= 24.9 DD= 100 0 6 15 6 a~► 0 WC= 15.8 1 DD= 112 1 WC= 19.5 DD= 108 EXPLANATIONS: ~ CLAYSTONE, SEVERELY WEATHERED TO WEATHERED, SLIGHTLY SILTY, FIRM TO MEDIUM HARD, MOIST, OLIVE ~ CLAYSTONE BEDROCK, SILTY, OCCASIONALLY SANDY, VERY HARD, MOIST, OLIVE, BROWN ~ CLAYSTONE BEDROCK, SILTY, GRADING SANDY WITH DEPTH, VERY HARD, MOIST, BLUE-GRAY ~ 22112 WDICATES THAT 22 BLOWS OF A 140 POUND HAMMER FALLING 30 WCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES 6 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE - MEASUREMENT WAS TAKEN 6 INDICATES DEPTH TO TEST HOLE CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE W-O' MEASUREMENT WAS TAKEN NOTES: 1. THE EXPLORATORY BORING WAS DRILLED ON 5-142003 USING A 41NCH DIAMETER CONTINUOUS FLIGHT AUGER POWERED BY A CME 45 DRILLING RIG. 2. WC = WATER CONTENT(%) DD = DRY DENSITY (PCF) -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. JOB NO. 15713 LOG OF EXPLORATORY BORING FIGURE 2 TH-1 S 7 6 5 O 4 ~ p, 3 >G W 2 1 o p -1 ~ • d -3 ~ ~ ~ s.. ~ -4 O v -5 -6 .7 _g XPANSION IJNDER CONSTANT PRESSURE DUE TO WET'ITNG 0,1 _ JOB NO. 15713 1 10 APPLIED PRESSURE - ksf Sample of Claystone from TH-1 at 1' Nariual Dry Unit Weight = 97 PCF Natural Moisture Content = 25.9% SWELL - CONSOLIDATION TEST RESULTS 100 FIGURE 3 8 7 6 5 0 4 p, 3 iC W 2 1 ~ 0 -1 _2 Q .g ~ ~ ~ ~ -4 O U -5 -6 _7 _g XPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 ] 10 APPLIED PRESSURE - ksf Sample of Claystone from TH-i at 4' Natural Dry Unit Weight = 100 PCF _ Natural Moisture Content = 24.9% _ JOB NO. 15713 SWELL - CONSdLIDATION TEST RESULTS 100 FIGURE 4 8 7 6 5 O 4 ~ a 3 DC W 2 I o p -I -Z ~ .N ~ -3 ~ W i, ~ -4 O U -5 -6 _7 _g EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 - JOS NO. 15713 1 10 APPLIED PRESSURE - ksf Sample of Claystane from TH-1 at 9' Natural Dry Unit Weight = 112 PCF Natural Moishue Content = 15.8% SWELL - CONSOLIDATION TEST RESULTS 100 FIGURE 5 ~ g 7 6 5 O 4 Q 3 k W 2 I \ Q -1 _2 ~ ~ -3 ~ ~ s.. ~ -4 O C.) -5 -6 _7 _g EXPANSION IJNDER CONSTAN FRESSURE DUE TO WETTING 0.1 JOB NO. 15713 1 10 APPLIED PRESSURE - ksf Sample of Claystone from TH-1 at 19' Natural Dry Unit Weight = 108 PCF Naturai Moisture Content = 19.5% SWELL - CONSOLIDATION TEST RESULTS 100 FIGURE 6 Appendix A Important Infarmation About The Report The data collected by Church & Associates during this investigation was used to provide - geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered during construction may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more o aduaily or more quickly than indicated in this report, and the actual engineering properties of non-sampled soil or rock may differ from interpretations. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations. Put another way, we cannot be sure about _ what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied ar expressed. The owner and/or c]ient must understand that uncertainties are associated with geotechnical - engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept far the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Church & Associates in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as 4he nature, size, configuration, orientation, or location of any improvements. Additionally, the knowledge and experience of the local geotechnical practice is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs 1 or more years after issuance of the report, the ov✓ner and/or client should contacf our firm to determine if additional investigation or revised recommendations would be advisable. - The geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. The geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. When the sample is wetted under a surcharge pressure (loading) of 1000 pounds - per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Table 1 presents the relative classification criteria for the percentage of expansion based on initial sample height at the indicated surcharge pressure. Table 1 Risk Category Percent Swell Under a 1000 PSF Surcharge Pressure Low 0 - <2 Moderate 2 - <4 High 4 - <6 Very High Greater than 6 Source: Colorado Associarion of Geotechnical Engineers, Guideline for Slab Performance Risk Evaluarion and Residenrial Basement Floor System Recommendarions (Denver Melropolitan Area), 1996 General Geotechnical Risk Discussion Page 2 The relative classification can be correlated to potential slab damage as follows: Low: slab cracking, differential movement, and heave; - moderate: slab cracking and differential movement, partiai framing void and fumace plenum closure; and high to very high: large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. (These effects aze based on monitoring and observations by several firms in the Denver mefropolitan area and are not limited to the relative classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering.) It is important to note that measured swe11 or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: a. soil and bedrock type and variability, b. stratigraphy, c. ground wafer depth and anticipated post-construction moisture conditions, d. surface water drainage and features, e. post-construction landscaping and irrigation, f. construction details and proposed use, and g. local experience. Post-construction landscaping and owner maintenance will greatly affect structures on expansive - soils and bedrock. Typically, imgated landscaping increases the soil moisture content above the pre- construction water content Slabs, pavements, and structures significantly reduce evaporation of soil moisture. Therefore, post-construction heave and resulting damage to buildings and other - improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, snch as negative slopes adjacent to foundation walls and irrigaYed landscaping - adj acent to the foundation, also will sib ificantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for - maintenance of the shucture. The owner and prospective purchasers also should review "A Guide to Swelling Soils for Colorado Homebuyers and Hoineowners," which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by - swelling soils. APPENDIX B 10 I --f . : BACKFILL WALL 6"-8" MIN. CLEAN WASHED GRAVEL MIRAFI 140N OR EQUIVALENT - GEOTEXTILE FABRIC POLYETHYLENE SHEETING • • ppp ,Qo-Oe Q SLAB Q p ~ °Q~•~-0a-0 o D, p'+:QO;:..;,oQ• o- p~Opaope~ O 12" ..o Qaon:~•., MIN 4-INCH DIAMETER PERFORATED MIN PVC PIPE MINIMUM SLOPE OF 12" PIER FOUNDATION 1/8" PER FOOT FOR RIGID PIPE MINIMUM SLOPE OF I/4" PER FOOT FOR FLEXIBLE PIPE NOTES: 1. DRAIN PIPE SHOULD LEAD TO SUMP OR POSITIVE GRAVITY DISCHARGE. 2. COVER GRAVEL COMPLETELY WITH GEOTEXTILE IN SANDY OR SILTY SOILS. 3. BOTTOM OF DRAIN SHOULD BE A MINIMUM OF 12 IPJCHES BELOW TOP OF SLAB Ai HivH POINT. 4. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSIN6 I.5", 60-100% RETAINED #4, <3% PASSWG #200 TYPICAL EXTERIOR BASEMENT WALL DRAIN aty d wneec sdee pcpwtme.rK d RbYc Worla January 26, 2004 Mr.Steve J. Lubowicki Lubowicki Architecture & Design, Inc. 1701 Wynkoop Street, Suite 4235 Denver, CO 80202 Re: - Sewnd Review Comments of the Site Plan, and fust review comments of the Drainage Plan. Deaz Mr. Lubowicki, I have completed the first review of the above referenced documents for the Four Seasons Heating, Inc. project received on January 20, 2004 and have the following comments: Site Plan Need to include the following on the Site Plan: 1. Ptease indicate the elevation of the high point of the swale to be constructed along the southerly side of the proposed building addition. The elevation can be relative to something on-site (assumed benchmark), but the benchmark and its elevation needs to be shown on the Site Plan. 2. Include elevations for both ends of the above-mentioned swale, and a distance from the high point to at least one building comer so it can be graded according to the 2% slope as shown in the Ylan. 3. Please double-check the roadway name along the northerly frontage of the subject property. The roadway is currently indicated as being W. 480' Place, but I believe it is West 49d' Avenue as stated in the Drainage Letter. Please include a sepazate copy of the corrected Site Plan (Sheet al.) with the next submittal, for the Public Works file. Drainage Plan Please double-check the roadway name along the northerly frontage of the subject propeRy. The roadway is currently indicated as being W. 48d' Place, but I believe it is West 49"' Avenue as stated in the Drainage Letter. The Public Works Department requires 2 signed and stamped copies of the Site Plan and ~ Drainage Plan. Please provide this with the next subroittal. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 VYEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/I-andfill Permit, along with the fees due will need to be submitted for review and approval. This Permit is generally issued at the time of the Building Pernut. Not Applicable as projected, per yow letter dated,January 16, 2004. Please return all redlined prints with the next submittal. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Ca Steve Nguyen, Engineering Manager Darin Morgan, Code Administrator File Faur Seawas HeaMB(~% MarshalI St)_review2ltr 7500 West 29th Avenue Wheat Ridge, Colorado 80033 The City oj Wheat Ridge FAX 303/235-2857 March 12, 2003 Steve Lubowicki Royal Investments 1701 Wynkoop St. Denver, CO 80202 Dear Mr. Lubowicki: RE: Case No. WA-03-01 Please be advised that at its meeting of February 27, 2003, the Boazd of Adjustment APPROVED your requests for (A) a 23-foot front yard setback variance from the 50-foot front yazd requirement resulting in a 27-foot front yard setback and (B) a partial waiver of Section 26-502 (Landscape Requirements) for property zoned Commercial-One and located at.4$96 MatShall Street! Enclosed aze copies of the Certificate of Resolutions, as well as a draft copy of the minutes, stating the Board's decision which became effective the date of the meeting, February 27, 2003. This variance shall automatically expire within one hundred eighty (180) days of the date it was granted, August 26, 2003, unless a building permit has been submitted. Please feel free to contact me at (303) 235-2846 if you have any questions. Sincerely, cxk t4~ -1 Kathy Fie Administrative Assistant Enclosures: Certificate of Resolutions Draft of Minutes cc: Jay Lauhon 4896 Mazshall St. Wheat Ridge, CO 80033 WA-03-01 (case file) Building File C9Dowments end SettingsUcathyMly DoaunentsVCathy\BOA\CORAESP@003\wa0307approval.wpd CITY OF WHEAT RIDGE BOARD OF ADJUSTMENT Minutes of Meeting February 27, 2003 DRAFT 1! 1. CALL TIiE MEETING TO ORDER The meeting was called to order by Vice Chair HOVLAND at 7:30 p.m. in the Council Chambers of the Municipal Building, 7500 West 29th Avenue, Wheat Ridge, Colorado. 2. ROLL CALL Members Present: Members Absent: Tom Abbott Bob Blair Bill Echelmeyer Paul Hovland Bob Howazd Paul Drda Jerry Montoya Kent Young Staff Present: Meredith Reckert, Sr. Planner Travis Crane, Planner Mike Pesicka, Plamung Tech Gina Gabriel, Planning Intem Ann Lazzeri, Secretazy The following is the official set of Boazd of Adjustment xninutes for the Public Heazing of February 27, 2003. A set of these minutes is retained both in the office of the City Clerk and in the Community Development Department of the City of Wheat Ridge. 3. PUBLIC FORUM There was no one signed up to speak. 4. PUBLIC I3EARING A. Case No. WA-03-01: An application filed by Royal Investrnents for (A) ~j approval of a 23-foot front yazd setback variance &om the 50-foot front yazd setback requirement resulting in a 27-foot front yazd setback and (B) for approval of a partial waiver of Section 26-502 (Landscape Requirements) for property zoned Commercial One and located at 4896 Marshall Street. Boazd of Adjushnent Page l 02/27/03 This case was presented by Travis Crane. He advised the Boazd that all posting and noticing requirements had been met and there was jurisdiction to heaz the case. He . entered all pertinent docuxnents into the record and reviewed the staff report. Staff recommended approval of the requests for reasons oudined in the staff report. ~ Steve Lubowicki 1701 Wynkoop, Denver Mr. Lubowicki, architect for the applicant, was sworn in by Vice Chair HOVLAND. He explained that the applicant wants to build an addition which would be in line with the front wall of the existing building. This would require a variance to the front yazd setback requirement. The proposed addition would also be in line with the frontage of other businesses in the azea. In regard to the second application, he stated the applicant planted the existing trees in the right-of-way in front of his property in an attempt to improve the appeazance of his property. The trees were not required by the city and cannot be counted towazd the required number of street trees as they aze not on his property. He requested that in lieu of plan6ng al] of the required street trees, ihe applicant be allowed to increase the landscaping from the required 1,850 squaze feet to 2,900 squaze feet. This landscaping would consist of shrubbery and hazdscape according to City standazds. Board Member ABBOTT expressed concern about the possibility that Mazshall Street could be widened at some time in the future necessitating the removal of the existing trees which were planted by the applicant in the right-of-way. This could leave the property with no street trees on Mazshall. Discussion ensued regarding the right-of-way width on Mazshall. Because of the configuration of the streets in this azea, it is very unlikely that Marshall would be widened to the extent it would be necessary to remove the existing trees. Vice Chair HOVLAND asked if there were others present who wished to address this matter. There was no iesponse. Upon a motion by Board Member ABBOTT and second by Board Member ECHELIVIEYER, the following resolution was stated: Whereas, the applicant was denied permission by an administrative officer; and Whereas, Board of Adjustment Application Case No. WA-03-01(A) is an appeal to this Board from the decision of an administrative officer; and Whereas, the property has been posted the fdteen days required by law; and in recognition that there were no protests registered against it; Boazd ofAdjushnent Page 2 02/27/03 Whereas, the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing tbe City of Wheat Ridge. Now, therefore, be it resolved that Board of Adjustment Application Case No. WA- 03-01(A) be, and hereby is, APPROVED. Type of Variance: A 23-foot front yard setback variance from the 50-foot front yard setback requirement resulting in a 27-foot front yard setback for property zoned Commercial-One and located at 4896 MarsLall Street. DR AFT For the following reasons: 1. Approval of the request would not alter the essential character of the locality. 2. A person having interesting the property has not created the hardship. 3. The first floor of the structure which this addition is to be constructed against are aligned in accordance with the setback requested. The motion passed 5-0 with Board Members DRDA, MONTOYA and YOiJNG absent. Upon a motion by Board Member ABBOTT and second by Board Member BLAIR, the following resolution was stated: Whereas, the applicant was denied permission by an administrative officer; and Whereas, Board of Adjustment Application Case No. WA-03-01(B) is an appeal to this Board from the decision of an administrative officer; and Whereas, the property has been posted the fifteen days required by law; and in recognition that there were no protests registered against it; Whereas, the relief applied for MAY be granted without detriment to the public welfare and without substantiaRy impairing the intent and purpose of the regulations governing the City of Wheat Ridge. Now, therefore, be it resolved that Board of Adjustment Application Case No. WA- 03-01 (B) be, and hereby is, APPROVED. Type of Variance: A partial waiver of Section 26-502 (Landscape Requirements) for property zoned Commercial-One and located at 4896 Marshall Street. Boazd of Adjustment Page 3 02/27/03 For the following reasons: 1. Approval of the request would not alter tlie essential character of the locality. 2. A person having interest in the property has not created the hardship. 3. The applicant is voluntarily adding landscaped area above code requirements as an offset to fewer street trees. 4. Eight city-owned street trees currently eaust along the frontage on Marshall. These trees function to the intent of the code. ~ The motion passed 5-0 with Board Members DRDA, MONTOYA and YOIJNG absent. (Vice Chair HOVLAND declazed a brief recess at 8;18 p.m. The meeting reconvened at 8:23 p.m.) B. Case No. WA-03-02: An application filed by Valerie and Mike Kashefska for approval of a 5-foot side yazd setback variance from the 5-foot side yard setback requirement resulting in a 0-foot side yazd setback for property zoned Residential- One A and located at 3723 Simms Street. This case was presented by Mike Pesicka. He advised the Boazd that all posting and noticing requirements had been met and there was jurisdiction to heaz the case. He entered all pertinent documents into the record and reviewed the staff report. Staff recommended approval of the requests for reasons outlined in the staff report. Board Member HOWARD asked if there would be any roof overhang into the adjacent yard. Valerie and Mike Kashefska 3723 Simms Street DRp►FT Valerie and Mike Kashefska, the applicants, were swom in by Chair HOVLAND. Mike Kashefska explained that there would be no roof overhang because Tuff Shed requires an 18-inch cleazance between the fence and the structure to allow room for workers to construct the shed. He explained ihey wished to replace a deteriorating metal storage shed with a new one. Boazd Member HOWARD commented that, since the shed will be built 18 inches from the fence, a 3.5 foot vaziance would be required. Vice Chair HOVLAND asked if there were aziy present who wished to address the application. Boazd of Adjushnent Page 4 02/27/03 CERTIFICATE OF RESOLUTION I, Ann Lazzeri, Secretazy to the City of Wheat Ridge Boazd of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado on the 27"' day of Februarv. 2003. CASE NO. WA-03-01(A) APPLICANT'S NAME: Royal Investments LOCATION: 4896 Marshall Street Upon a motion by Board Member ABBOTT and second by Boazd Member ECHELMEYER, the following resolution was stated: WHEREAS, the applicant was denied permission by an administrative ofFicer; and WHEREAS, Boazd of Adjustment Application Case No. WA-03-01(A) is an appeal to this Boazd from the decision of an administrative officer; and WHEREAS, the property has been posted the fifteen days required by law; and in recognition that no protests were registered against it; and WHEREAS, the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEItEFORE, BE IT RESOLVED that Board of Adjustment Application Case No. WA-03-01(A) be, and hereby is, APPROVED. TYPE OF VARIANCE: A 23-foot front yazd setback variance from the 50-foot front yazd setback requirement resulting in a 27-foot front yard setback for property zoned Commercial One and located at 4896 Mazshall Street. FOR THE FOLLOWING REASONS: 1. Approval of the request would not alter the essential chazacter of the locality. 2. A person having interesting the property has not created the hazdship. 3. The first floor of the structure which this addition is to be constructed against aze aligned in accordance with the setback requested. Board of Adjustment Resolution WA-03-01(A)) Page two (2) VOTE: YES: ABBOTT, BLAIR, ECHELMEYER, HOVLAND, HOWARD ABSENT: DRDA, MONTOYA, YOUNG DISPOSITION: A request for a 23-foot front yazd setback variance from the 50-foot front yazd setback requirement resulting in a 27-foot front yard setback for property zoned Commercial One and located at 4896 Mazshall Street was APPROVED. ADOPTED and made effective this 27`h day of Februarv, 2003. aul Hovland, Vice hair Boazd of Adjustrnent aili,- Ann Lazzeri, Secretary Boazd of Adjushnent CERTIFICATE OF RESOLUTION I, Ann Lazzeri, Secretary to the City of Wheat Ridge Boazd of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado on the 27tn day of Februarv. 2003. CA5E NO. WA-03-01(B) APPLICANT'S NAME: Royal Investments LOCATION: 4896 Marshall Street Upon a motion by Board Member ABBOTT and second by Boazd Member BLAIR, the following resolution was stated: WHEREAS, the applicant was denied permission by an administrative officer; and WHEREAS, Board of Adjustment Application Case No. WA-03-01(B) is an appeal to this Boazd from the decision of an administrative officer; and WHEREAS, the property has been posted the fifteen days required by law; and in recognition that no protests were registered against it; and WHEREAS, the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations goveming the City of Wheat Ridge. NOW, TAEREFORE, BE IT RESOLVED that Boazd of Adjustment Application Case No. WA-03-01(B) be, and hereby is, APPROVED. TYPE OF VARIANCE: A partial waiver of Section 26-502 (Landscape Requirements) for property zoned Commercial One and located at 4896 Mazshall Street. FOR THE FOLLOWING REASON5: 1. Approval of the request would not alter the essential chazacter of the locality. 2. A person having interest in the property has not created the hazdship. 3. The applicant is voluntarily adding landscaped azea above code requirements as an offset to fewer street trees. 4. Eight city-owned street trees currently exist along the frontage on Mazshall. These trees function to the intent of the code. Board of Adjustment Resolution WA-03-01(B) Page two (2) VOTE: YES: ABBOTT, BLAIR, ECHELMEYER, HOVLAND, HOWARD ABSENT: DRDA, MONTOYA, YOUNG DISPOSITION: A request for a partial waiver of Section 26-502 (Landscape Requirements) for property zoned Commercial One and located at 4896 Marshall Street was APPROVED. ADOPTED and made effective this 27`h day of Februarv. 2003. ni aul Hovland, Vice Chair Boazd of Adjustment Ann Lazzeri, Secretaz~ Boazd of Adjustment i I y y, y~ y. J, ~ ~ r 1F .L \ ~ 1 + ~ y e\ '~1 7~~. ~Z ~ ~ y ~ 735 st ft area e ver 0 445 sq ft area ~ . . ~ 590 sq 8 covered a erg ~1 ant m 356 sq R covered y _ ~ .with live plant m with live plant material ~ x: ~ / \ ~ y r • ` ~ AI ' I 1 / Q . ~ 'O C Ir ' f 7 fe ~ O \ ~ r ~ ~ / 0 1 / 9 ~ 0 J, ~ ~ C ~ ~ ~ ~ • w o ~ l~ f, t ~ ~ ~ ~ e ♦p ' / 1 .t I~ ~ a r1 ~t 1 I o ~ ~ o ` ~ ~ r~ i 9 \ r °a v► ~ i o ` / ` t a~. F i 1 j /6 C ri ! } ~ a~ ~ / ~i► i ~ , ~j "-~.e~..... ~ ~ _ _ ~ ~ a • i 1 N o ~ ~ t~ ~ C. IOADf ~Q f ~ ~ i~ ~ ~ t ~ i 1~ ~ i f a • • . - ~ f / ~ 0 ~ ~ i ~ ~ 9 ~ ` l t ~ ~ '~L/ '~l a „ • • ems.,. .r „ ,..+s~... _ ~II~iIIw. j • t . _ . a • E 1 ti.`r•~ o • - • _ Landscape Data Table ~ f ' r } Symbol Qty size Description ~ ~ f f ~ ~ ~X 16 Existing Tree ~ e r~ 5 gal Blue Mist Spirea ~ ~ ~ 14 5 gal Purple Leaf Sandcherry ~ r ~ \ 50 ~ ~ 5 gal Blue Mist Spires ~ s i 1 Y:" River Rock: shall be installed over ~ weed barrier fabric at a depth of no less 445 sq ft area ` than 3 inches deep. 356 sq ft covered ~ with live plant material 4_ r ~ ~ 1 'R' PROPERN UNE3 - ' , T~ t-~ I •.ti = s _ Lr ~-s -r 1, IF c • ~i